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HomeMy WebLinkAbout3208 Lytton Hall DrINDEX OF DRAWINGS y SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3M MONO DETAILS ABV or Abv. Above FUR or Flr. Floor RA or R/A or R.A Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU orAH.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALTorALT. Alternate FRT Front REF or Ref. Refrigerator D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing WP WATERPROOFING DETAILS BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BILK 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 PA1.1 PRODUCT APPROVAL NUMBERS BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS 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 PA1.3 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights F - CJ or r C Clg. Control Joint HHorizontal SPECS SPECS. Specifications orS.P.F. a D F17 E7:1 [7:10 1D CLG Ceiling HS Hard Surface (flooring) SPF or S.. P.F. Spruce Pine Fir 117111 CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) o, COFF or Col. Coffered or Tray Ceiling INT or Int. Insul. Insulation ST or Sq. Square � COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community KS or K.S.KNVaII Knee Sp SW oS.W. Shear Wall ■ ❑ COMP or Comp. Compressor KS or K.. Knee Space SYP or S.Y.P. Southern Yellow Pine ❑ � ❑ ❑ CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CT or C.T.Cont. Continuous LAV or L L.F.Lavatory TEMP or Temp. Tempered �D�MFE ❑ El FE-71 MM. '" CT or . Ceramic Tile LF or . Linear Ft. THIKN or Thik'n. Thicken 0 D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring L DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window l DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical rn 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 a DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise n DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubishower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalarn DIN 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 c ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood rn EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater ALL WORK % ILL COMPLY WITH PREVAILING FBC Florida Building Code PLNT SHLF or PH. Sh. Plant Shelf WIC or W.I.C. Walk-in ClosetFLOP t FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) NATIONL ! L ;TFCIC CC11'-1 FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) t ' Z i FIN Finished PT or P.T. Pressure Treated INS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire VW Welded Wire Fabric (Mesh) ;13O 3 PLAN REVISIONS Q REVIEW DATE' DATE VERSION DESCRIPTION o CITY OF YR E 08-20-15 1.0 1.U�EW HAM PLAN - E x 12-8-15 2.0 FRAME —WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES `` ELEV. Al -REVISED BANDS BACK TO MEAN ROOF 15 FT. HIGH TYPICAL 05-20-19 3.1 FOR SINGLE STORY HOMES ORIGINAL DESIGN 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 4- 17=OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR N INI INI JIL I BSI COMPLETE CODE INFORMATION. M Notice to Builder & All Subcontractors oho 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 c prevent error. The Builder and all subcontractors are required to rn review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not N responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to a� construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding 1551 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. eN a 0 � 0 0 0 z � z z g a 8 to ,,znn V LL C1 4--+ N LU LU •U Ow 0 '® x U Q � � • tm S i N N � h � y rn w z y� ii a UA Z a LL v . V �� J CID •'• F �c � ►ftlitllll 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 - Resklential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r— o M w � O a� oo >m io E U o 6 & !k. CL gz N M m� o Z CB � ZLL f G W (� Nzo 3 m 8 Z W) Millig Z 15 o st 3 0 •� r > Ce) L • 1— CM .-. > O �C� in ca I� � V c 0)r LC) � o J L j r 2 L.n O N � T— E T M (V 0 C0 c Z Z c a E O y C 0 � a o _J JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. C S .a . L._..--u -, I _.. - ii.A _ _:.: L .i A 41W _ - +.I. 6 t_, . ...: a .. .. �__ r .. _- .. .. ... .. .. ,.. -_ _ _ . :; L-� 3 x t2 0 rn L IX rn x a z c v 2 t2 0 1 rn d M N FL v 1 TYP @ 1 STORY A S3 H.B.T ��W&�r�� _;s. . 1 ■■�l��T�r:�� 1 181 - RMp ■■■��■I,FAMILY ' -DRYER WALL _ "I CAR GARAGE VAULTTHRU 1 I O •• • :• • 01 - N - Min��►�itii� © BEYOND WALL ■■■�REF EM2-12 �11 I i© ME SLOPE loom N■■■I -�■■■I eENTRY • PROVIDET ® li APPLIANCE L _ PROTECTION WHEN - 000000� C7� CAFEiOMNI • . © ■■■CARPET ■FMI u �• 0 - ■■1 ■■� �_ ® - _. r ■�■ • " �Raw• � ._ ir_�■ Il�llllllllilll�lllllli'ii�■ � w TYP . 1 STORY� wwwwwwww, - ® - III II _ - , fill- On 0 MM OWNER'S SUITE' 1 I 1 . - BEDROOM11■■i� CO CARPET 1 .`14 ; o w CARPET 17-11 116-0 1 9 CO7AF 10'-5" EP)AD... . TYP @ 1 STORY S3 HEADER SCHEDULE SIZE REMARKS KHEADER (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE 115 (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 <e>(2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20X38j 18JX37i S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. 11-12 271/4X26 26X25 S.H. 11­13 271/4X38 26x371 S.H. 1 H4 27 J X 50 j 26 x 50 S.H. iH5 27JX63 26X621/2 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 J S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic Gass 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 "Crr DA +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 OG SEE SN SHEET 101SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND !,11111111111111111 - .•.. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 25-SH 1ST FLOOR LIVING AREA 1555 O LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. LOCATION EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN A EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: 4"= �-O" (GARAGE / LIVING) 0 0 0 z z d. N tn Z v LL •U •�`� O C �U 03 U 00 is e o as w U C A ¢ " • °� S N N �z� U W ae�lH us �l � 1 a LL43, _j OFES`e��, r � r�tmm To the best of the Engineers knowledge, information and belief, the sinxturel plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineers signature and seal is only for the stnAdural engineering portions of the drawing pages bearing Engineers signature and seal. o cell0 w z -j E 05 s �m �aR z. O E: V ~ ro - ova a� o a: p� O N Q: <g a � �0 z - ro ,_ J r � Z z �z W N d U 33 8aU 0 w ' 0 a� w J g z m & � a Sow 3 a� ^L` W LO •� T M O I-' in _ r/� L , O r Ln 2 Lo o N T - ui M T M N M y t` c z E 0 E o d? 1 c a. U Q p JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 1.0 8'-0" T-0" 8'-c1 2'-84fl 33 MIRROR MIRROR 0 0 co ao 4 i T FLFi 7 � O M O O Cl) L- J BATH 2 OWNER'S BATHROOM o '00 O 5'-0" g'_514" a 0 0 z z J d 2'-0" 12 HEEL 5� 1" x 7" SMOOTH TEXTURED SILL / BAND T.O.M. — — — — — — —— — — — — —I--------� HDR HGT. I I -------- -------- 1-- -------- 8 1" x 7" SMOOTH TEXTURED SILL / BAND F.FL. 12 5� 1" x 9" SMOOTH TEXTURED HEAD/BAND 4' RIDGE VENT 12 �5 10101MININININIFE-11 01010101MININIFE711 10101MININIMILE-11 - 12 zz:::�5 19' RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — — — — — — — — — — — — — — i i i TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) i --------------------------------------------------------------------------------------------;- -------------- FRONT ELEVATION — Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------T.O.M. --------_ HDR HGT. ---------- F.FL. SCALE: 1/4"=1'-0" O bo LEFT ELEVATION — Al Ir =1'-Orr General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. L 0 � 0 0 ILD z z z g NI •LU OW t/'1 rz v V) m VI LU now x N O �No w z M r0 •�� . W . ��r i O; ' •� • �� QR O F• SS'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 0th Edition. Engineer's signature and seal is only for the stnKtural engineering portions of the drawing pages bearing Engineer's signature and seal. o W Z E `=S =o Q E N O X U oa UO � U Zoe > r6 C14o doW °d w Z w0 mo M C CK Zz �b O U � _ o 4CID4pFll U; c o r B > M W LO •� T M .-. > O � r LIB' r Ln � T'T o U-) O di W r c� C M h c Z z c a E E O ci 0 � Q p � JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 3.1 ao 4 T.O.M - T.O.M. - — — — — — — — HDR HGT. F. FL. —----------- 19' RIDGE VENT 12 5� 12 5� 4' RIDGE VENT 12 �5 OVERHANG TO BE CENTERED ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED TEXTURED CEMENTITIOUS CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M.U. 01 2'-0" 11 (TYP.) (TYP. ) F.FL.--------- -------------- — REAR ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. L 0 0 0 C9 z Z n a M V,E3 o Vi Y fp o 0 c W N O z `�z w 0 r � W x o- LU a' " ••SE Q'r'• t;� Zii� SRO F E SS\O To the best of the Engineer's knoMedge, information and belief, ft shxtural plans and specifications contained within these drawings oompy with dre 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the stivctural engineering portions of the drawing pages bearing Engineers signature and seal. o M g QLL-L �$ w� a0 S >° z• E ~ _ O o Y dp So o �z zE CD°�z N w p wz � z m N C ._0) g'<Z o ZLL rn J b � z A g �LL z ox � zl�d o 3 c •� T CV) ^L, W L.n • T— M .-. > O H in m T U 0 _ T L0 Liz r T� 0 .L Li) c N r E N c D T M N M iri I` z z E Oco E 0 0.. tJ � Q p JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 3.2 s VARIES 1'-10" 1" CAP CAP 2„ 2" 'NOTE: _ 1„ iv FOAM TO BE USED 1" RADIUS M ONLY WHEN = 1/2" RADIUS ��°y�+ io REQUIRED BY ^ 31/2" RADIUS ^IN 00 _ COMMUNITY IF NOT, ^ iv 1'-5 " c�a N 3/4" RADIUS a ` &O DETAIL IF O 1" 2" OPENING VARIES 2" 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS i4 1" 4" VARIES EDGE OF 1■ OPENING VARIES � 2jn VARIES y 1,-4" Cl)r 12 VARIES 1" 1" O 1 1/2" RADIUS y .r 4" 21/2" RADIUS o r 0 io off' _ VARIES 1 " 34" 11" 3f' "I „ 1" 1" 1BASE BASEDT' r a 4" ,I0 2 "NOTE: VARIES 8" 2" Z z FOAM TO BE USED ONLY WHEN 3" REQUIRED BY a 1'-6" r OX COMMUNITY - 1SPECS. IF NOT, 1" OPENING VARIES 2"' -C' DETAIL TO BE 'd ,u o+ EDE BUILT W/ STUCCO. a EDGE OF ' L c E Ul OPENING - 1-1/2" THICK 1-1/2" THICK '®U o s. c ti 9 n 101, 10, 6" N N = op vi N yy�Z� Al et MAD Z F N o t' a •�.� auaN'g. ZVZ 4 , N = s i fLL y �' T� S r � r O y m = Q c CO: = W N< o N k U O ❑ ❑ 4° 6" 2„ qn w w 3n 2n 2n N Q � �15�1 C� °$ > > C� N I M rn S o 1-1/2" THICK 21" _ „ z = 2'-4" NI L r n 5j„ 1,�„ 3„All J. N I n 1" VARIES VARIES a 1" 21„ To the best of the Engineers knowledge, information and belief, chi the structural plans and specifications contained within these j drawings comply with the 2017 Florida Building Code - VARIES VARIES Residential 6th Edition. Engineers signature and seal is only for d I o t the structural engineering portions of the drawing pages bearing - c Engineers signature and seal. q" 8" R o s� Z 41 KEYSTONE F11 . a 6" 4" KEYSTONE F11 0 � 00 i� LL r--------- =o N r N ��' OPTIONAL OPTIONAL rw a LL Q E U W 0 j u o °lz wZ � 4" GARAGE DR. OPENING 4" 3" 4" WINDOW OPENING 3„ z � ~ ag �%� t' CO z NOTE: g _x C e • INSTALL OVER STONE, TYP. z o � '� < ^ z FIN. TO HAVE TRADITIONAL 3 8 w VARIES • k ' • • LOOK & SMOOTH FINISH W � _ • FOAM/ EPS MATERIAL IS N i • • ACCEPTED o W g tom. co a NOTE: 0 3 • FIN. TO HAVE TRADITIONAL LOOK & 2' 1" 1'-4" 2 H FINISH 2„ • FOAM /EPS MATERIAL IS ACCEPTED 1a, 1'-6a" 14„ 1zn 534" 1'-1 " 54" > IM 4" T-0" 4" FT 0 1" 10" 1' 4" 10" c iv > LO ED ato N M c oo = C'44 U o CV J r O N 1" N C m ca Ii = o M o In N 00 U, O N �— T r CN _ • E M M N e c z z E 40 N c SCALE : AS NOTED GENERAL NOTES: SHEET NO. • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F 1 • ACRYLIC SAND FINISH .,N 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 FqF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN 'O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR @ CARBON MONOXIDE DETECTOR O SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSY! BON TERMINATION NEC 14, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp das copper to WH copper to Dryer I AIu 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. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=1'-0" G� O 0 z z a J f7 d N N z V' s 0 W N c �N � fp �- U m LU 0 -, "-9 . N O LUUA z a w W � a� $ ca 250RL W� o O8 U F ❑ ❑ rn 0 N ce> o To the best of the Englneet s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .a M � U_ E oz Zo so » �aR 30 Q Z E E U l0 F.. ra O E �+� 0 xU � � o o a W�j JU 8 iZ Lu N �yS ¢ Nc - C ao UUZZ yO '0 Z —r 3 `� a <W iZ W 3 8 U a Z CD yLL co 0 a0 t: c L M O a. m .�.;� _ r o rn r L O � I N L.It') '- r Lo o � 1"' M N o E W Z co i E O m ? a E .. v m 0 a o C 9 JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 4.0 2 14 RE P ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators Must Provide U ( Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of b Upper y PPe SQ, IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) **NOTE — GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a O 0 0 U in z N z z g N ''znn V LL LU 0 WW t,n � U U < m ;rs- §t f1 z d N1 o ���Zos � w I � W 0 = -1.t Z O lox LLto LU Q\N L." A+ _! ilj• U 9� � 1?, INco � •• 0 O F E h rf+lEl111!ll�l To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Oth Edition. Engineer's signature and seal is orgy for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co M w J L.L. @ E 7� z o > �® E �0. 0 go � w� 8U z O C O E N t °d z °d go Z � lJl m X z .N. M CO C z YU W O O Zz a Z to 8 U U °z �W = 0 CDj w Lrpp W 2 pr CC)ow � zlt U 3 0 > M L > Ln •— T— M .-. > O Q C o N m CU = r LC� O r LO Lo r o � Lsn O � T ci z ,Z• T M CV 3 M "' o C E Q •' - C 0.0 J Q 0 J JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 5.0 4 d TYP @ 1 STORY A U.N.O. S3 2'-6" x 2'-6" x V-0" W/ (3) #5'S E.W. H.B.t I N I In • I 23--e 1-1 t . I ' I Fz-I1 I I I I 1 • I OPT. D I QPT. V_ f1 �; TYP@ 1 STORY =-31/2" SLOPE I I iv U.N.O. 1 • II Pn A II T �CIJ 1 II IL I e 4 _ _ _ _ ■ _ _' _ _ _ � _ INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I— CHASE TO I I ISLAND 1 ' • • ' K 1 BUILDER TO PROVIDE Cn : W/ (1) #5 REBAR VERT ABOVE SLAB I TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND I I WALLS (• S3 APPLIANCE PROTECTION I S3 WHEN REQUIRED PER FBC 1 1 HOOKED FTG. DOWELS 5 EMBED "GRADE �C — _ _LO_W — W/ 25 EXT. ABOVE SLAB 40 4'-0" �� : I STEEL 25'-6" I I I 20'-6 7-0" -0" Il�a�a STEPS AS REQUIRED REQUIRED I I I I N L __ JN� 3 I:: L Jil 7'-5" 7-1. PER FIELD CONDITIONS I I I N ■ : I OR SGD.PROVIDE IRE,FE TO RECESS I I I I �L .r j I N I:: III — "w.H.\, K CC S3 1 I CC 1 S3 2'-6" x 2'-6" x V-0" err W/ (3) #5'S E.W. S3 r — — Iv MASON'S SLOPE FOR I III WIDTH III i ■ o I D.W. III 1 — — - `4 L — —CJ I III — III — — - - - -t —— ■ �? 4 co c S3 I _ 16'-11$" I —I-- 8-6 _. _L — — — ■ a 31/2" SLOPE T -31/2" cc 1 $' 4�_8.� I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 2'-61W-6"x1'-0" 1 W/ (3) #5'S E.W. PROVIDE Y2" x 9" �, L iv S3 "' — — 1 I HERNANDO COUNTY ONLY RECESS FOR FRT. DOOR ■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 TOP OF CONCJ PAVER TO BE 4' MIL VISQUEEN VAPOR BARRIER BELOW FIN. FLR. 3'-8" 1 6 4'-4" G I I I 11 S3...... .................. .. .. ■ ■ ■ ............ TYP @ 1 2'-6•'x2-6"x1'-0" I I STORY U.N.O. o I W/ (3) #5'S E.W. 1 : ■ T o '_7 HVAC CHASE � ��' I �� :.'..'.'.'.'.: fir£ r- 1 1} } I 1 0 ) U) BASED ON I I co LOCATION / % /' • II i 1 I ro I , • '' ' ' II I r 11 1 `� 0 O'-O" 1 2'-9" 2'-8" 1 I : '° I t_ J} } C 1 �� _--: J4 i .... **1*—**- .. TTi �1 .. .............. E0 0 1 —L 4'-2" L 3'-28-- 6-0" TYP @ 1 STORY A U.N.O. S3 -4" FOUNDATION PLAN. SCALE: ,•-,.o" 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WVVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w co CONTROL JOINT DETAIL SCALE: 3/4" = V-0" ;., "--#5 CONTINUOUS .; , .: • "•. REINF. SEE FND. FOR �.; :;:•;. QUANTITY ' #5 X 25" X 25" CORNER BAR ONE FOR EA. • HORIZ. REBAR, TYP. . •., .. ; • U.N.O. • •. • ►, • • --Alternate: _ The reinf. bars shall be • •, • • • • • • '- • '• •, • •= ► cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 0 0 C� cD z � z Q� N z � U � � N �0 c o _U 00 U • Ofm N U)z W a°ta t�lq 11/ a a z� &L Z / a 7�- 5 O . ao iJJJJJ�* pROFESS:O\\���♦ ,1/////'r To the best of the Engineer's knowledge, information and belief, Ow structural plans and specifications contained witMn 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. o W Z LJL O � o aoR m zp Q E y I— 1.0 X V oa 7 0V z o E E H °dz & wz ;v M (� C g Y mo Z Ili. z i n J wm �� gz S G 1 0 NNNNN� ZR O 0 >M ^L' W Ln •— r C0 > O CN CL di c 0) Ln j Ln Ln T T Lo O N r ui E r M N 3 M �; c ? a O �' E m 0 = Q p JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 6.0 0A (2) i NIL _I- -I_I�■II�I�I�I �:�I®li ■I � ' � r I t I I 1 I i-I-I-i■ ! 'NIqL �I FAA . - IMlINNNNN�INNN/UOINNNNM:FAA �I�I�I�'ll�i�l�l�l�l�i © �I� ...'►.UtNNNNN/�NNNNM/INMN�I'I tfu:::�l+wwMwwl © i I _.► "' I j •, — � I I :'lI�I�I�I�I�I�I�I�I1�i� - � �� UPLIFT CONNECTION CROSS-REFERENCE 7/25,r9 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 H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 1 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2* E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5l8" ANCH. / 26 10dxl-1/2' HTT5 3225 518" ANCH.1(28) 10dxl-1/2 K 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS 518" ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS H 7 64 718" ANCH, 314" STUD BOLT TDX10 7845 — 4 - 7/8" DIA. BOLTS 1165/107 ** 1005/915 *' 8 -10d x 3" JUS26 1115/1060** — 8 -10d I 1550/3335 ** 1335/2820 *' 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" HUS28 2000/4220 " 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" 1 MTW 1 1195 1005 14-10d x 1-112" MGT/MUGT 3140 3140 22 -10d 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)1Od NAILS AND (5)1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" 585 535 1 -10d SPT22 685 8-10d LSP1 SP2 L 1065 605 12-10d SPT24 1030 12-10d -1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) r ) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('•). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED 4f�;,�01 FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING G�A) TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-U" 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: Y4r=V-0" 0 0 0 Ur z z � Q d N ^U)vl:z1 W 0 LL �4 cz N )Ou:� vi c N o � U_ m Q w N N � N W Z z'i a w W a N��c�i ri w W O a'NI Z � y, !1t/tNpL_AO0 CG LL Z. 5 IN J r d �� °R 0 F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residentiel 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Cw z 0 oLL S aR z® O E U -CC <7� V oa O z C-:,C cli ro L0 �°z a • r0 NCO) C o r O iz z a J N <� g i= W �W �G CD y Zy �- t=_9Ir C42 OF yW 5R V� T > M L > LO •� T— CM .-. > O F— cc _ � c Ln � Ln = Lo O N T- T� 6 � r M 04 o M N M y � E O :Ez a 4 v c o JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. 7.0 r GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC1530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved Coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� ■ 0 a e verticalload Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID � J O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. _ o E ■ ■ p � - pCp C C Cp � C E • • • • ■ ■ _ C - - C • • � C in C � C C C_ E C E E - E C ■ ■ ■ ■ G ■■ OM HN i■ ■ ■ • • • • • • • • • • 1 Yt L UtJIUNAI IUN F=FILLED WITH GROUT /U=UNFILLED #5REBAR MIN.(1)REQ'D ATTOP LEAR "d" ALTERNATE POWERS STEEL LINTEL a R =RECESSED 4 QTY. OF #5 ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY G ° ,M,U, #5 REBAR AT TOP _ ° ° ° MIN. (1) RECtD ° 4 1-1/2" CLEAR U 16— B/ 1 T ° °° • a GROUT tNOMINAL,e t ° n J6 a o N � ro ° 4 c.M.u. QUANTITY OF 5 REBAR AT - D z w WIDTH #5 REBAR AT TOP BOTTOM OF LINTEL CAVITY o. — 4 - U O (n 9 n Z 1 U NOMINAL-° -BOTTOM _ o M U$ HEIGHT REINFORCING a tS ro U AL PROVIDEDIIN p /� p < b 3 8" NOMINAL DTH 2 pp 1 REBAR AT BOTTO ¢ �, AS INDICATED (VARIES) rq 6 ° 4 MATERIALS 16 GAUGE POWERS c-T-f precast lintels = 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. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7132 wire per ASTM A510. 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 applying the cementiduos coating. See contractor specifications LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) O 4'-0" LL O 5'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4'=1'-0" 0 0 0 U C`1 z ga z g a � �N z Q) U ro LU .O w c V)LU Y '® = O U Q W 0c S N O � # U Z O N W z m w 060 Q in Z 0, 1llf/��0 o LL 0 Z J _ 6 �k U �P� a., '•,� C2 4i 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 CIO M w z LJL ctF E o zo a i >w zu E 0 wa Z _ O E N �_ It �aS �o ¢ Zr_ M C O =LL CAI J �tl gW �Zo U a W U NLL N W _ CID !zy r 8 T >M L > Ln ■� T M .-. > O cc ^/ L0 'L Y rI O 2 LIn o r z N • T CM N � ^ o Z a E U _j Q p JOB NO : 19-5908 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW T VERIFY THE TYPE . IT I THE CONTRACTOR'S RESPONSIBILITY0 D W D S PRESSURE TREATED WOODS CHEMICALS THAT ARE CORROSIVE TO STEEL U OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 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 N RE 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. E 2. 1 UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Imggation/sprinkler systems includingg all risers and spray heads shall not be installed wlthin V-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 overpo r and mortar along the foundation perimeter must be removed before exterior so�l treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be install 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. a 0 0 Z n Z J d N �f6 W 0 w Lr) c E �V) U m w o, = o g i I U 9 • Of Q 0 Q see N N 6 U) Nz' z /Zy J = o 2 ii y V 0. y aW CkLU Z C C s. lIngfe r rrr 8 N ZZ •• `� O• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o M Z$ o w Z¢ U_ +Z E w o o0 » �® Co H �1. - XO U oa SOU O o N d i aF g$ coo ao ttz wz ¢� ry C ms o oz > C N J 3 01. � oz 8 LL o 0� aLL a z � � �d iia Ov 3 o T 1211 ^L1 W` / LO - TT M �1 1.L L m c Cal O T LO O = LCi C14 T r O Z M E 4=11i 14 a E U Q p c JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. SN 3 -o CD x 0 CD rn LO i a c t2 rn 0 0 LO 1 rn it C3' w J m ROOF DIAPHRAGM NAILING SCHEDULE RIWIF 1 INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ...... + + + + + + + + + + + + + ++ + + -0" (TYP.) 6'-0" + V-0" + + + + + + + + + F+++ + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + ++++++ + + +y+S+,++.: + + + + + + + + + + + + ++ + + + + + ++ ++ ++ +++++++ 15/32" CDX PLYWOOD OR 7/16" OSB `RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —I 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 10d 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 LEAVINGY8' 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 * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate / details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 101-011at bearing. TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE 00 0 5'-0" d_ STUB -OUT FOR 1'-0" 0 9 1.0 - GAS METER 0 o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 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. 151-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Ilse 3" 11Odl nails at 6" n.c. V/ Provide adequate bearing for each lapped joist. ,Odnalls SECTION @ INT. BRG. WALL N.T.S. "" """" 1�1' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM i�4= - 1� STD. 900 CONT. #5 BAR HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 RE '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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" m } gap „ ax. � 4 max. Clinch nails when possible Q Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000se BCI6500s® 9-1/2" 114/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90s®5-16d 3-16d 3-16d n-7/ 5-16d 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 1� blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non-stacdng walls require additional consideration.— 6,. A 1Yz" 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 1Y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" V-1" 1'-2" V-2" V-3" 1'-3" 1'4" 1'-11" 2'-4" 2'-9" 3' 2" 3'-7" Any 16" joist 12 1'-0" 1'4" 1'-2" 1'-2" 1'-3" 1'-9" 2-4" 2'-11" 3'-7" 4'-2" 4'-9" 64" Span (It) 16 V-0" V-1 " 1'-2" V-2" V-7" 2 -5" 3'-2" 3!-10" 4'-9" 5'-7" 64" 7 -2" 20 V-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'41" W-11" 24 V-0" V-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d �GIRDERTRUSS NAILS TYP. 2X TOP PLATE 5/8"U THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger A flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth fm I-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM_ • SEE PLAN FOR--'•• a . • FOUNDATION INFO ' 4 STEM FOUNDATION GRADE rREINF. SEE PLAN — I i � 1 A/C CHASE�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 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" CENETERED @ PIPE PENETRATION /PVC OR SCH40 SLEEVE r— PLUMBING LINE a / d °'a : n io Z • ° . • 2 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 aO' ° i as G a a C ° A A ° d ° SEE FND. PLN. SIZE & REINF. I� z_ z z g a v Cl- z 0 V) =CS 0 0 kn � W t Elm0 s • I N N AN o w z 1z. Q W �IitIiJJRgo? Z �� \`48 WL 04 " �s ii oROFES5�0 ,�/Z��J' it l 1111111 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. y� W 2 QLA_ M JRF o mU Z s F2 �d � • H r0 o N 10 go o$E o�Z2 cWi �g�. C m0 K Z zWC � J h�LL f 3 g�i rz =C W � SCzI ��p� . ilk 3 o T > (y) ^L' \W / L0 co > O CL m cc = 1 ..' d- J �- T Ln L.n T Lo oo N r o W ;r T M N M �' c Z a O `� E v °3 c ci a o JOB NO : 19-5908 SCALE : AS NOTED SHEET NO. S N 1 A f Y(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE 11 Yp (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. T FOR UNDERLAYMENT P - ' REQUIREMENTS SEE R905. PRE ENGINEERED WOOD e _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH - - (NP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE „ ,�r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS = x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. Zx P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"AIN OR 5/8"F7�x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL IL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH �� q ° ° ° ° , q ELEV. -0'-31/2" °q ° q A.F.F. Q p > p Ayr 2x4 CONT. g U_ _ e 1/2"(min.)- 4" _ o;08" T1/2"(min.)-4" ° ° ° qG ° 0 to ° -�N ' p •. 'eGARAGE DEPTH VARIESq°31/2"(min.)-4"-31/2"(min.) - 4' 4 ivy (2) #5 CONT. 4„ 1,�1„ 8(2) #5 CONT. 4" ' U.N.O. MIN. U.N.O. MIN - GARAGE SLAB AT STEP B TYPICAL BEARING WALL C@ STEP C@ SHEARWALL C TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=1'-0" S3 J "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM -12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GOr" � o i c ecs 1�Ecs� ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c �'� (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS 8 C.M.U. FORM SUBMITTED WITH PERMIT /' ` ( ) EXTERIOR WALL FOR WALL HGT. s 8'-6". 2 8"x8"X16" KNOCK -OUT APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION CIS3 FOR FOR WALL HGT. > 81-6". CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR c�.t LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16° (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE LIFT ON 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" MIN. TENSION IN. SHEAR _' TYPE "S" MORTAR (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH - :a ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS w e ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° FINISH _ n . ' t+ GRADE 40 MIN. F = 40ksi � 1x2 PT WD FURRING @ 24" O.C. GRADE �t z #3 & #4 LAP SPLICE y o " fl [GRADE 60 MIN. Fy-- 60ksi] � p . (1) #5 VERT. IN FILL MONO OR STEMWALL Z r> ° ,. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] a 1/2" GYPSUM WALLBOARD _ g I CELLS (SEE FOOTING MONO SHOWN o D o � W U.N.O. FOUNDATION PLAN - - - - - C o ° FOR CLARITY ° 6 MIL VAPOR BARRIER e. 1=1 11=1 1=1 11=1 11=1 11=� __ z R 17/8«j FOR LOCATIONS) o °� _ _ _ _ #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° I -III -III -I I 1=I I=1 11= ? ° ' #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D p P I -I I=I 1=1 I=1 I I -I I =l I • e ON 3" CHAIRS NOTE: g III -III -III -I I I -I I (-I I E cv n 36" MIN. LAP [36" MIN. LAP] 8« 1'-4« 8« 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO (TYP.) I-1 I I-1 I I-1 I -11 I I I- FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ __ __ =1 95% MODIFIED PROCTOR ASTM WrWTIL' 10"MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY _ --M AT GARAGE CONTRACTOR I I I=111=111=III=11I=1 11=I 11=1 11=1 11=1 I I=III=I 11=111=I 11=111=11 1 D1557) rrr MIN PSI MAY VARY PER TO CUT BLOCK NTRACTOR -III, ;III i1111 II II II I11II I I=1 I I=III- I E II II I I II II I II I I1 it 1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE -III-III-III=III - - #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF_� WALL W/ UPLIFT G W IA&vv IA WWF OR = DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. S. (V eo = Z M ;r e 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > i T min. 4" BARRIER D D �t 1 N - ° ° e ° GRADE COMP. SOIL. • T O° _ (COMPACTED TO 95% r(14),15 REBAR w/ OPT MODIFIED PROCTOR ASTM D1557) - (2) #5 REBAR CONT._/3" MIN. CLR.V-4" (1 STORY) 4 « STD 90 HOOK (SEE ON 3 CHAIRS TYP. 4« V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z :..: •.. - r SEE A/S3 OR J/S6 W FOR REINF. INFO. 3" MIN. CLEARANCE 1 " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E !�t N N .. Cl) e •• r' .:• 4„ °Q T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB �-E I )E - 1=1 I =17... �' I -III- 111=1 6 MIL VAPOR =-_ �'� BARRIER - 1L 1L ti ll -III=1 I I. F =1 I I=1 I -I I- I I=111=1 I I= _I I , ,III III, III ; Ill - W 4" INTERIOR WALL SLAB STEP NON-BRG. K. SCALE:3/4"=V-0" �,,S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. " FOR TRUSS SEE PLAN FOR " _ " CONNECTION INFO ° TOP OF BEAM = " &LAYOUT DESIGN ° SEE ROOF PLAN e N (2) HTS20 FOR STRUCTURAL _ BEAM SIZE & _ N °' E � G CONNECTION INFO " 4 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 c Q SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0° S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING 1l2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ., W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD � d. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS ? RA a ° -j E FILLED SOLID (SEE PLAN FOR = _ _ _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0 ;III=III ° °• I=1 I I=111=1 I I=I' WWF OR FIBERMESH �' Z w 0 I=111=1 I I I=1 I I-111=III w LU 1 1=111 I 11=111=111 Z ° a BRICK PAVERS or SLAB PER 0 w U) w 00 = -111=1 ! • ° a = -- _ - z COMMUNITY SPECS wCn -- - - - - -- "' 0-0 FIN. FLR. 1411./ I �=1-111-111-I � I-111 I I 111-III-=- FOOTING III III -III -III -III -I I III-III=1 I i_ I-1 1=1 I -I I1=1I I I I BEYOND PAD REINFORCEMENT -III-III-I-' '- (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 0 0 0 2 f}��{ z N z z g Q cn 0LL Ow LU U IOc N N V�1 N z Z � r J LU a z a s W LU V a'' ZO y o+ �tin�►r�i�0 as `0g, N � LU 14 :._ • v `j ',3 ;/R O F E S $\O \\\ /�II1111o0 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 Cade - Residential 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o CID M z 2 o 55o ZW Q IE E O �° wz » Z® on O E 01 �� ¢ Z O i N ao Wi ms -0 M C = Z. o oz iz z J a w o W t�i 3 0_� U� Of � W �G o CD CO � zla a x v 3 C o T >M ^L W LO ■� T M 0 CL m C MIT T � O � r � _ r O 2 LC) O 0 T 1"- (D T M N o E ' M y E 0 Z m JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. S3 (MONO) ;,; (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA, EXTENSION- CONNECTION SCREW OFF CAP (3" DIA.) DOUBLE 2x TOP PLATE -) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SPi w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT / r 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.) L-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 85 GL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW tl B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 811 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ro .. ..... .- - . • . � � �''•'•�• Milli ,r -"'I "III- � lII l E �11lI IIIL� ■III ��I�' �IIII IIII� �IIII I�It� NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J T > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND To ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR j TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�cF 01V 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 1ARAGE 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 1'-4' (1) (2) (1) 2) (1)LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMSON SP2 w/ (12)10d NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2"JU NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-` W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL S SIMPSON SP4 2X TOP PLATE OVERLAPPING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w T L a. 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48° SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR - ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESSZCES SP4 SP4 d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON /- SIMPSON SP4 / SP4 10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE E BEARING WOOD FRAME WALL � 4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670#SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2"SDS (1835# SPF) ° o ° • HDUZ-SDS2.5 w/ (6)1l4" x 21/2"SDS (2215#SPF) • HDU4-SDS2.5 w! (10)1l4" x 21/2"SDS (3285# SPF) _ • HDU5-SDS2.5 wl (14)114" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 2112"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 N SCALE: NTS S4 ROOF TRUSS ABOVE 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 " d / v d 2X8 P.T. BOTTOM PLATE D x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD o L S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 a 0 O 0 0 Z C M J N d f+f to z +� 0 � W o a .� LU In C U_ °0 8 c 42 - • N N in =�8 z LU � " g z ° w � zz 6z. ZG o+ p rs V o � m 40 W :\ 04 Ir d XA •. O< z �• 5� �Q-A ,yam �' . F • ••• �,Pv `�� /s +I+t11t11110 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 - Residential6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o COvsM 4ce LL E p WO $° m ~ `O o E a ao 00 o1 �z z N � a wZ z fQ C 0 ZZ OY • O ZLL g-�i w0 Z U w W U �O Fit IIIIIIIIIII S o r m >M ^L `) I A L ■ r " M .-. > O /C' m r a) .� i r r L0 Lo r O � Ln N � r ui m r M CV E O 1 c z z c m a v ai U � Q p c c JOB NO : 19-5908 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ 18 BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1 Od x NAILING SCHEDULE FOR ( ) 2"x4° 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING a5°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROW EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO „ 48 O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF • MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d I • • SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING — -� ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 -r ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" 0/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 w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odxl 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 wl (7) 1Od NAILS & (4)1/4"x21/4° SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS x SP8 FOR 2x8 WALL) S 2) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2 x4 OUTLOOKER 2 FOR SHEATHIN DETAIL 24" 0/C 2x4 OUTLOOKER @ 24° TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1Od & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 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 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" 1 Odx3" @ 4" O/C SDS SCREWS SDS SCREWS TO TRUSS & (4) 1/4"x3" TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 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 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J N �, OUTLOOKER ON SHEET S5 FOR .- r SEE STRUCTURAL @ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION tD � °° SHEATHING DETAIL FIRST FOUR ROWS 1 1 2"x4" CROSS BRACE OF TRUSSES @ WOOD TRUSSES � � � 1/ " 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 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 TRUSS SPANS GABLE TRUSS �jURI' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " " @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 11 R COMMON WIRE NAILS 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12 O.C. FIELD 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2X4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONrD 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. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" 0/C @ 2'x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS �J "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 • ♦ • e e ♦ • l e ♦ 1, f IId. d _ e dI ' \ 1 TI e • • �I d • •_ d a IL ♦ ° ♦ • II • • • d • all ° •I n ♦ e ° ♦ • I ° ♦ •e .II° d.• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP "-MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA 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 ot 2x4 BLOCKING 2x4'T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 0 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 211x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L11RI� 'C■�I Ill �I�IIII�I,III �IIIB�� 1i�llll��i� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (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" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) r—GABLE TRUSS `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓9C'f' wo CORNERJACK O a U w cc cc O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) " f" 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 a: LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 0 (D� z_ ¢ C, a r_ W V) Z U r a--+ U L c �Ln_2 o ru � U m Ly 0 U � • N N No w z m a pLL C LULU Z O d a W� N�� . q• ```� z V Q �0�� •. --//,zI�' O; E S 5i0 /'R Iltlt 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 Cade - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C:,w Z LL a O =o oo » aR zp V ~ U'z O ¢ o a Do z- of o N �o&Z �O w= �2 d L � C Q O ZZ Oy m O Oz Z 3 $� 5Z0 W 3S o. U LLLL o oLL a �W 1K IIIIIIIII� O� yZ OF 5. a 0Ia 3 C o T 12 >M ^L, W •� T > 0 2 ,� a /r v 7 o _ L L T� Lo 00 N T f 0 i � r M N c W Z M O 4 Z a hi U � Q p r_ JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. S5 9 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � I DOORJAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX 8" PROPER INSTALLATION ♦ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN.F*`�_Ilx41x4 APPROVAL FOR CONN. 1 X 4 #5 REBAR ♦ (TYP,) ' 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 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 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 I TAPCON. INTO TAPCON @ 16 O.C. & 4Xg �� ��LL11X8 STAGGERED @ 16" (�P ) ♦ 000 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2"EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH n 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL I , t]��`5�'D. 90° HOOK (TYP.) STD. 90" ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER 1x4 P.T. TO PRODUCT IL:71L:7L I/ METAL SEAT PLATE O.C. & 4" FROM I DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ' BOTTOM OF BAND 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 — —I TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl FURRING ' " NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w! (4)1/4x1 1/2 SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 L I ♦ INTO BAND JOIST & (4)1/4W 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" o.C. 3-1 /411 DETAIL t5. L 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 (11 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 1St4 COURSES EMBEDMENT INTO BILK.) 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"x1 1/2"SDS • 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS ' IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION � ::• 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN EVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN , '• �. .•:, :`:::• CONNECT W/ 8d NAILS BRACE/ BLKG. .:.. N.T.S. .:. •t INSTALL WDW. SCREW ANCHO\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 7-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 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/ X0TO TRUSS ERygN TO TRUSS TOP CHORD .J MIN. 4" EMBEDMENT AT 16" O.C. �ENOTy 1'-�„ 5r-�" SCALE: N.T.S. SS 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + OJUINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-g ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX 21-0" 8�� TRUSS + SOFFIT , P ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + t> p 10" ° D o ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP o ° °� IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS [� KNOCKOUT / 64 ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR • I p MONO FOOTING _ ' .P o ° SIZE AND Rill PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _� ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL u ° DIRT I> Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0"MAX SEE PLAN PRECAST LINTEL %STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 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. PER INSTALLATION DETAILS ARCH DETAIL rK_�� SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING .13-13 SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3l4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" >' #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a Z Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER V-0" F•F• EPDXY MIN. 6" EMBEDMENT & FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :.: n >� o F'i�—� vCL A REINFORCING AS FOLLOWS: 1 • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT• P' a PRESS PANEL REINFORCING INTO PLACE. U Z #5x6' EMBEDDED INTO 6 "MIN. LAP SPLICE W/ > " — EXISTING FOOTING a � (2) #5x6' IN CONC. • COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL e FILLED CELL SMOOTH. DO NO FURROW. ° P N �� DRILL 3/4 x5 MIN. HOLE PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT F Q GRADE >. t, `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 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. g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING TIN 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. C] 0 0 0 0 Z N M J fn CL N V I Z 'C o ) 0 w L*1 c E t/I V U 00 m 2 g N N yy 1 Z z i i W' C LL C N 0 a As. Z c y � iilJll� o UZ1 a N• LL!�N 4 0. _ C) Owl.* ., IF L •.• o 0 O F E SS�O a� iR ��'!�illiti111�1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o W IJL cis, E ao E: i o =Ego o�zQ k'z 3 > W as u a Z _CLoa o E O N �o °�= wa & Wz ¢� C ° m s o iz z 4J y J a w o W iNJo p 8 z g K�K a o r > co W LO •> r M .-. > O o a- 0 in cc � F r Ln L-0 2 r ci Lo p N co y r M 04 c is 0 ca ? �o a B U _j Q p JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. SS u, 0 rn Lo I rn a v 0 LO I rn i rn 3 Q Q� N E E 0 C J LZ CD v i i N t2 0 a em w CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB --­- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX &EACH END ALTERNATE ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----y-WOOD TRUSS J A 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 r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PLAN � SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. - 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"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (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 a 16" O.C. MAX. INFO. SECTION ENTRY r8 SCALEATS 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 wi O.S.B. FLITCH PI TOP @ TRUSS B 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) L.SEE PLAN FOR CANT 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR O COLUMN SIZE & BASE 01 7/16" OSB FLITCH PLATE CONNECTION INFO 11 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 AINDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER I SEE FOUNDATION �( PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT 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"=1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS iry�l>����i'I•Z�7�: (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �-• MASONRY WALL BELOW: SIMPSON �.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS MASONRY WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) lOd x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE r,2--\N SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE-fl 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSONZ 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(IF 1/2" X 41/2" LAG SCREWS ATTACH 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 ROOFNVALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ 00) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS a 0 � 0 0 0 0 z� tl N W z N ''^^ L V lL l -l� T U Q) O w N c �N a M � U °0 ' & — o g I Q � o N N ::: "Z tl. �,;�� W� LU Z 0 -S-4 ° � o °' \ 111 11)4) Zy o Ij LU V '''07 J V .� D: 4-3 _ Q OR ►l 1111111 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o M�� Z z M J E E 0 H oo < �aR Q a E V �1 oa 0° za� O E N � �z O 0� wz ¢� r0 C z a g� m 0 z oz > Z to � g aa° �z W � � a 1: 02 g2 '0 ° �k N Z = mi CD;o co � S2~ a 00 V' zla 3 o�-- Le > vi ^L1 W ■> x r M > O a /C' m cc I� 2 c 0 LO ■� r I r T ci Lo O N N CO T M CCV c m z M y E 10 ? a a. E c0 ¢ o JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. D 1 ^' ^ "n WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE (A688MBLE0 NANOOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) Ea3 SELF -ADHERED FLASHING E AM Pon WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST 1� 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 8 2 SELF -ADHERED FLASHING PATCH HERED FLASHING 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 I THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY 101 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 O SELF -ADHERED FLASHING CEMT. FINISH SILL1 POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� 0 SOFFIT/CANTILEVER 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS V\ STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB �-SF LATH ER STOP A NUOUS BACKER ROD ANT VTITIOUS FINISH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #�in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing /f 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 ASTMC 1063 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 fr^�' I� 0 0 Ril- Z 04 Q Z v J ri I 0 ^tI J Z MCl u- JL Q In_ _ �_ Co U ' ® 8 9 6I _ U � 0C Q `� o N N iD ^ o o N:2 w z fA l# Z 0 g J 0 LL7 A W a � g " °' a Q tW Z f N W ❑❑ M 0 N M ao 0 To the best of the Engineers knowledge, information and belief, ft 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 o w U_ E zo >� go Q Q o E: U 1-•- o� 0 ;c �® oa w¢ SO Z O E O CV i OZ rip °.z wo ao W K �Z Wz ¢� (p o C � m� 0 fr z LL r cZ N J a 0 8 �z W�G CL �j Zj z millll� CD NZ 32 =F '° a CID � °zl� c T o12) > CV) ^L' W > L0 Ir- �� > O _ o N 0 m cc I� C r O � � O T LO .� J r T CoO LO T ai i r' M CV o M M y � E OCn Z r_ a E D w 16 J _ ¢ a c � JOB NO: 19-5908 SCALE : AS NOTED SHEET NO. W P a Mardi 20, 2018 Re: Wood Construction Connectorfrompliancefor 2D151nternational Codes 62017 Florida Codas To Whom It May Concern: Section 2303.5 of the 2015 Intemational Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM 07147 Testing and Establishing Los& of Jcsf Hangers. Previous versions � the IBC and FBC required testing to comply with ASTM D1761 Teel Method for Mechanical fasteners in Wood. Both methods determine a connecloYs albvmble bad as the lowed of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average bad d 1/8-inchdeffection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when lasted material properties exceed the specified properties. ICC Evaluation Services ([CC -ES) revised AC13 Acceptance Coterie for Jo/at Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes, Simpson Strong -Tie is working on re-evaluating wood construction connector bads to the new standard to update our product evaluation reports to the 2015 1-Cedes. 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 agendas to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2D12 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 8i30f2018 when d will be re-evaluated by Simpson Strong -Tie. Please visit www.stronctie.00m for additional pertinent information. If you have questions or reed further assistance regarding this matter, please contact the Simpson gong -Tie Engineering Department at 800.996.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dw'BDW Engineer, Southeast U.S. Brandt Page 1 Of 1 einpeon elronp.Tio Cempaarr Ins. 2221 CantryLane 1Md(inM,.TX 750e9 Phom: 972.542.0324 Fax 972.542.4139 ^W W L _ Cn U O O 12 QJ CIO U Cu O 0 = � O LL _ ICU O s4` > .` -0 E (D Q CO a)L �F+ CU O ��/�/�� �. .� .� U) Q z � O O ^�1 W W `V O U O L� V/�/ �V W L w� Z� Z Q J a SHEET PA 1.0 NO. ESR-3455 A23 FL10448.2 ESR-2808 A3 FL17244.1 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10658.4 ESR•2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10858.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD21&3 FL17232.3 ESR-3445 HU21B-3 FL10858.1 ESR-2549 MD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 HD2&2 FL17232.3 ESR-3445 HU28-2 FL10858.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL70858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL70858.9 ESR-2549 H0810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM2001X14 HGA10 FLt7899.1 Evaluation Repoli HGAIOKT FL11470.4 SIM200fX13 HGAM10 FL17899.1 Evaluation Repot HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA18 FL17880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-16 FLt7880.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL77324.2 Evaluation Report HTT18 FL11498.1 ESA730 HTT45 FL17324.2 Evaluation Repoli HTT22 FL11496.1 ES•0130 HTW18 FL17244.8 ESR-3455 HTStB FL10458,22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2813 HTW24 FL77244.8 ESR•3455 HTS24 FL10458.24 ESR-2613 HTW30 FLt7244.8 ESR-3455 HTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200iXt2 HTWtN20 FL8223.2 Evaluaton Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Report HGT3 FL10458.19 ESR-2813 HUS2142 FL17232.8 ESR-3445 HUS210.2 FL10656-R4 ESR-2549 HUS212-2 FL77232.8 ESR-3445 HUS212-2 FL10858,11 ESR-2548 HUS28 FL17232.8 ESR-3445 HUS28 FL10858.11 ESR-2548 HUS28 FLt7232.8 ESR-3445 HUS28 FL10858.11 ESR-2548 HUS28-2 FL17232.8 ESR-3445 HUS28-2 FL10858.11 ESR-2548 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU28 FL10855.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10855.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.tOB ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.111 ESR-2549 JUS28.2 FL17232.11 ESR-3445 LUS28-2 pltpg55,tt2 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS48 F117232.t1 ESR-3445 LUS48 FL10855.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEGS FL10887.71 ESR-2815 KST280 FL77244.15 ESR-3455 MST80 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10fi52.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL77244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA38 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT18 FL11498.3 ER-130 LTS208 F117219.2 ER-0200 LTT20B FL11498.3 ER-130 LTT131 F117219.2 ER-0200 LTT131 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10448.15 ESR-2808 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2808 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2808 MP5 FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2806 MPH3518 FL17240.3 ESR-3447 WM1478 FL10887.88 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA75 FL10052.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 F117244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA38 FL10852.9 ESR-2105 MSTC40 FL17244.28 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.28 ESR-3455 MSTC52 FL10852.17 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10458.33 ESR-2813 MTW18 FL17244.8 ESR-3455 MT818 FL10458.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL70458.35 ESR-2813 MTW20 FL17244.8 ESR-3455 MTS20 FL10458.38 ESR-2813 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM2001X13 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL13t3(4.8 ESR-2818 NFM35X18U FL578.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 AS required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers On the building components listed blow if they will be utilized an the construction project for which you are applying for a building permit We recommend you contact your local product supplier should you not know the product approval number far any of the applicable fisted products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Farber -Classic andSmooNrStar(NON-IMPACT) Fty0gg1,1 +87.0/$7.Opaf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.0/-87.0 psf ThermaTru Farber -Classic and Smooth -Star (NON -IMPACT) Ft20481.9 +87.0%87.0 psf ThennaTru Farber -Classic and Smooth -Star (NON -IMPACT) FL20481.14 +87.0%87.0 psf ThermaTru Classic -Craft and Benchmark FLt 5225.1 +07.0/-87.0 psf ThennaTru Smooth -Star and Benchmark FL15225.5 +87.0/-87.0 oaf ThermaTru FiberClassic, Smoothstar, ClassicCreR, Rustic FL78g0,t *87.0%87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Buildup Products Residential WirxlCods Doors W5 (8X7) FL15279.37 +30.0/-32.0 pal CIoPaY Building Products Residential WSMCoda Doors W5 (18X7) FLt5279.53 +30.0/-30.0 psf Clopay Budding Products Residential WlndCode Doors W8 (8X7) FL15279.85 +38.01-42.0 psf Cbpay Buiksrp Products Residential VhfrltlCode Doors W8 (18X7) FLt5279.102 +37.0%41.0 psf D. METAL LOUVERED DRS Curtiea Dk4aicrr of AADG, Inc 807,707,727,747,and 847 Single 8 Pairs of Doors F111537.1 N/A (see Ind aht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 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 +q0.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 NIA PGT Series 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. CemplsNc lap Siding and HardiePlank Lap Siting FL13192.1 - FL13192.2 NIA B. SOFFITS Alalde Slid and Vented SoMk FL15272.7 - FLt5272.2 +70.0%70.0 pat C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomenco, Inc DA-4 Exehust Vent FL17202.1 NIA E. ROOFING TILES Borel Tile ViOa 900 FL7t349.27 - FL7849.28 N/A Borel Toe Saxony 900 FL7849.18 - FL7849.20 N/A F. METAL ROOF Gulf Coact Supply & Manufacturing, LLC 0.032"Aluminum GulfLok 18" wide roof panel FL11851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Gdvarhized Steal Storm Panels FL15078.1 - FL15078.2 N/A All American Shutters &Glass Galvanized Sred Storm Panels FL17889.1 NIA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORSr LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie � �R B. TRUSS PLATES ITW Buildup Components Alpine Truss Plates FL1998.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED (UMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1- FL8527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Untels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Untds FL1774 WA The products listed thdOW did not demonstrate product approval d plan review. I understand that d the time Of inspection Of these products, the f0liwring information must be available t0 the inspector on the Jobsie; t) copy of the product approval, 2) the performance characteristics which the product was tested and certified lo comply with, 3) copy of the applicable manufacturers Installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Fiords Department of Business & Professional Regulation Pepe I d 8 Florida Department of Business & Professional Regulation Page3d e Building Codes and Standards 2,22018 Building Codes and Standards 12/1212IS Product Approval Application Detail Product Approval Application Detail Bait EoubLu 2A& Mob 20.60moa 2019 ram &W&X Mob )a Do" Perrarne 20 SM V-1- W011bmlm irAfiW intleeauerr. vtlletl.ase ygtfWd rbmtird U&AssmMl Angad its" 7Jm! Ylrslon Et£AwmMl Aggrsyd am" Revibn 2017 Tharm►Tn Carpmain RkkVMgM Lyr" F. 90MR1, P.E. Ryan J. Khq. P.E. 10,150017 07/122017 IOMWO17 12M22M7 Approved ROvlds 2017 There ►Tnl CerperYkn WdrWpre LyrKW F. SChme. P.E. Ryan J. KMO, P.E. 12113MIT 12MMA17 12212017 02M32M8 Apprmed Category: Extorter Doors (419) 298-1740 PE-43409 (813) 767.6666 C*n y: Exterior Doors (419) 296-1740 PE 43409 (013) 76745M Subcategory: SmMg6g Mdenar Door Assembles moods. Subcategory: 9vdnging Ededor Dom Aserrlbbs Adavambldgenouirrs. Complenoe Method: ealuelorl Report from a torn CompOsnoe Meted: evokreeon Report from a oem Fbado RepgerW AreNtsa or a Uesnsed FWW Fulda hided Archeed orm U.nsed Flothk Praaaebrrel F-rryrMer PfphatlaW Engh or - See a Product Model. Nunbo-Non. Product Dostdo0wggwmazgwnikaaa Agonved for We AmmudiaLUK 91k= dNYe WHZ plans 21Won SAW= &KUM AMA ouerM A,-- CorArsel, Exalreflon Daft Agerered for We AwrovedforUe in NVNz DldLwal=i )mama gat 11111810 iia♦sum 1 a. TMrm►Tru Fbm-ClatMe ail Smoelfw4tr Namnel 61109;9 &quo1Non•Inped&gIW; Opeque 12131rd= No Yoe No NA 1 a. TMrm►Tru Rbor-CMesk ail Smoo"or Nw&W Sfi09;8 &quotNo lmpoddiqum; Opaque 12411=1 No Yes No WA Con"Ske Edge RW91 s Skgpa Dom Compoose Edge Fmergkm Sk" Dom Q . X ) . ► Nfik 6 f. TlMrmaTru Ftw-Cedar and SmoaOnsla &gMNWHMW1&W; OM- 1241R621 No Yes No WA C Edp F, aMpts Dom CompoMo Edge Fbsrom Wrote Dom XrerI Qns* 9 1. 7hem►Ttu Flesr-CIwN and Smoo"or NambW M6C78;S 6¢o1Non•ImpoG&gid:Oleed /2131r1000 No Yes No WA 9 1. 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Approved Csgmy; EI, -- DOOM (717)3w4M0 PE62014 (717) 31744M flvet7oYgory:81a66raarlor DsrAsarbloo balImpro dedomr Os*gsss 01~ M"WM RSW *9lrl a plaatls Moo' - A,ddeo or a Lkesed No amisokeLbalm gmioLAoMatar Aim odbWm Room oLwisA riles Weir mt SoCaOLmWmdolr SmeamodatwWb bL m glowiJma aiWlir tr�w 3 BERM 420ALlf1aRWA 900 RBNPORM srtlES 420AUAMlta& OW REINFOrCW 0100 120141019 No Yes No M8k 14Ai46gst dUquat Fbdda Depr6nrtt a BuNraa & Prasaim Regulation Pegs 1 a, Blaine Codas and Standards IMts Product Approval Application Detail PlllM3tif gm mookm gins got Wbeamw idle me )hmma lbMimm Smarr remmAlrmr )arm mm Nomad Sub r SRICAMMd Aoomad Musa Re WIN 2017 clam bafli Products C-90" Ml9rk vW = =old , , , TOO" Swkr Wl, am Pkamar 11=02017 0sMGWI7 120MI7 Approved Cseegory; BIWIOr Dome (b13)77040aII VWX (61s)6164MS aWtisgry, sadorW Oerior Domllseanftes naraoWmdaaabvap.aetl or.or.ar. Mebrrk CMWlargmt Mark a LMkp dllE@ffi.Caara gaLMLeortmoM Aoomodilegm AsdmmO.btga boom Wren Deft Bmrogredaw gMtrmmYrtwgoe bmmi IDmgLltta gram am 37 9S7 V" PA4.21ste1: b41► 94, 73. 7% IOW. ilia M 6bd Pan#*. 26 p.) tilde-CM(up to Wo.WW) 05mr20M No Yes, No -30 POFF62 76V, 4R8T, 4MF. Mar, GIMP, 9aT, 48, 42. GO, 4911, V0000DEis174; ve amp Doan PSF 420, 866. GDG6, 006$V, OOMe, GROW ARw, AR06V, G;Das, IWxtev FWds Deprknard Of BAhM & Praeesim Regulation pep 1 a t Building Codas and Standards lams Product Approval Application Detail KMIMAU Sob Am" ore got WbEnmo& gels ml Ialo homy= 211M INUE AI& m limmum HMO" sus BRANUM &NNW toe RwMeo 2017 CUMIEBDk4"orMDO,Ine Deft Dan UL LLC Ted Boron, PE IffJOWT 10702017 1200017 Approvd caorsay Erdulor Dona (841)4G42N4 CM804M 9obCsope9r FJarI DoorOwnposs r �a0 Cam6srn Mebot CeMmass kirk or Lkfrg Is agUELIMftdoft gouLa ilE1EM Ao[mtbWm AmmudiKlmm ram gmm Ytt indmimiaLmooKALIM agemubmam famMrmlmEmgrt bmaa ambliL t Mmr.t Etwmm 1 WT. 707, 727, 747, red 847 Sbgi and Pas of Doors Rush. dM@C and Lauvosed *lib sold poo of 1213IM M Ys Yes, Ys WA .,-, 'now, FbAda Dgmbmtt of Buskaa & PDOhmfoal Regulation Pap t a l Building Codes and Standards 14018 Product Approval Appaeatlon D6ht Mote soft&L War Mob Wremmm War ml i%" mbMddm Smmd rmmmt&lbewt Sd md" NINON t*AW akQAR I09 ABR Mg Mda R8 Isio M17 111100 dove ad Dan enift"or MWNSArddleakrl Biers M. LM^PE 127312017 12f$i=l7 MAIIr/Ms Approved GesarY•1011NIa (F17)3G60100 Mrarfshmo AsotlMbe (717)31744M sarkc.rgr .. Flied •� CaapmorroNebo* Corrarsa Mark or list BANNEELbilma 900LAm Ammrdbr ml ABlmmdhLu m ban gift WA ALlm0amgmtlilw SmrrmomatimWb Emma 90MLMN armor 19iemm I 1as PIN 7302 krdatsa ai s 04003=6 No Yee No -SW40 FWft Dopwbmt a Bldnsss & Proftembi l Regulation Pose, a l Building Codes and Standards ,Name Product Approval Application Detail eAM� Woe Room goo no Oablwdo Mob mt mioma Nwomobm QNM rmbiaAMb )d Rods msood A mMid OGAmmM AMMM Mora Ravkbn W17 Thens•Tn Corpora8s RMr NkipM Lyds F. sdr"WIL RE Ryr J. ft. P.B. 1G11G2M7 1WISWIT 102100017 12M2FAM7 Apprad allotY•00arlor Dom (41%2WI740 PE-43400 (413)757-MM serGapary: awip6 ObrW DONASes o GmMres lleaeod EvWraar Mopat6eme aim FkrW Ro@bWW Ardrbd or o UorwW Fbrie PIGODWOrW Epkaor 6BMtaLemomb SUdkAmmom AaamugbLum hiondbLum in" gift Sow!bdoL� bmaa OdMI M Remo Bmlm 1 a SwAtF6oe0podgrot, &*wMwoddW&quot. GSSWA &Wokf6odaglrt 0bsd Fboryrs 121312021 No Ys Ye NIA or ApartCrsebCro i Bbgf Door- M left" or011arailg C7b8gress FWAda Depar6rMnt of Business & PraNesloral Regulation pap, eel B(dlshtg Coda and Standards ,Naots Product Approval Applk m DehR SSttiimtl�! go SEoILr gels are goLboo a no me )doles mmwm art fdibm rmmrilrimm Yi1lydMt Nllgibl 2a BlcAmm a !moat Marla I .., 2017 MWbdaar ond000a bsodsMflper Luis Roberts Lams som M. LAka. PE 01032017 OW112017 M601017 10,102017 Appaed CarOery: &*W Dena (717) 30MM mm% (717) 31T44a4 SW C bpry: sift 6derbr DoerA&awrdels bowwpon*A%L- Corrpmosoaesad eakabon now Gmn a Fbrkle RpWe' Ardaod or a Warned F,orMs ih,7feMYW EryYrar homIrtoia homdiKam Mom Wide twt WOWS emOWWWar SmmmmdeLgiY i.maa 21miLmta amain SRwe10 4 OW40420 AWMMM SOD REWORDED BHIm 40ALlM0a1 SOD REINFORCED COL 1201r"s No Ys No M9k XO, XXgak000meaqLlot Fbrids DeporblTrd a Busnaa & PFofsaioal Regulation pap, a I Building Codes and Standards tulle Product Approval Application Duce S!AlRale! mL MEMO Nmllrom Gomm tn*NLAilMM mom milt afore likoW eGAmmi hmmd ads RWMN 217 clom IsAflg Avolmob CWIPSW Mork IiatsrI IrerI-Tbeft&WAM MA, eh'potamr 11*902017 01IM02017 1205=7 Approved CaYamy: SOON Deco (613) 770G062 IIY. (613) 6194MGG e16Csrgat SedbrWbderir DowAseeaabo mroobwAmedopo om GrplIn" Iasaad craf4lin Mark orLifr9 etlMaetmrrb S WAkAm AtdmotoLgm awtm kmkme amm free Sbit Em*MLQUN rs gimmmzmblmL time Yuma 2MMiL to Baum PJf11m as 063 W6.16 PM411`163: 84A 94. M 76, ION. 19%4RST, aeeo Past Min. 25go.) DeWts4)s NY'ts i4V mirim No Ys No +30 pWRV 4R9F, GMT, OW, 4a.42, m, 44a, 42e, 566, OOGS, 1MOyYaOCODE68t74; We Osrpe Door PSF GD68V, GRIN, GROW AR68, ARWV. EDSG, 8DWV e gob me vion OnNhibm Re lob 2017 m m►Tmcomorsom I - - I: EXWW Door aubCeYgay: SealOig bderlor DoorAUMraOw Caspgrre Mesrd CmWbdm Mark or LLsp AftA 1 a.AquekC � and agmotaemMYrk by ESQ gdi Aug ME" mmos w MoMrbrl 2017 MMAdee endooers compeer. assrbt Dose SUbC*"my:BedeF -1 DOWAerWls Cemoaese lk ad EvoAWbn Report own PWia R -' ' Avohloot or a Llenad pNrMs PreMMaW P.pYaor amissinummkok 1 8raE8420 ALUMIM SKID gaissum am ma I%M m M dmi= PA WIN 2617 M Valdese end Doors OMgmy: Od WDoan sWGrgryl wdp Easier DoorArrrrie car plonewrrsak Evakodon Row Own o Mrs RagYWed ARbbd or a Lkroared Res IiofwbrW En9ktaar ME 6 BERM 420 AWMMJM OW REINFORCED Florida Dapwbnw9 a Bakwa & Rrohximai Replatim Building Codas and Standards Product Approval AppRcatiat DataR hp l ear, laioms MnrLts Mob Side goaewaa go Smebm mirLALrom mdkmmm IdW ado" fwLhmmd ANN" mar Poor Wdold HeOWW Aoaed•WM A Rpm J. no, P.E 12rA M7 010=7 1222f2017 Approved (410) 2WI740 MYYgerrast be" (013) M4 5 WIN !off AoamO.h SM rem Room Imalmgrsadw nodmaml dmLow IGM= GEVALt tP tabr soma aid rid W opaglr and Goosed FbNOW Door wmr 12031=1 NO Yes No WA aril wham BkNas kMa4ie ed outawip Florida Dsprhwt of Buchan & Professional Regulation Bulldog Coda and Standards Product Approval Application Detall grate lmatm RmorAlmmw bordmngw LOFAbYbLooses (717) Ss 000 PE42014 b$WAS laldeddel SEFM 420 AUA MUM SW OXO 146$4&quotdDAg1Yt WWRENFORCED Pegs 1 or, ,acme no am gdLblwm go SlddilidMe Yi1gw1 A a ilgewmd AiMMia was SWM It Lkktt PE 001132017 OAR1rm? 08MGI2017 10MD2017 APprevod (717) mmu amisLAmame lamMdbLWe AwmmibLgu amm grbl 1241=0 No Yes No NIA Florida DopwWm t a Bu nee & Promwim Regulation Budlde Codes rnd Standards Product Approval Application Detat now fdebm rieerAlbma eamewgr LuiRabsob�ans (717) 30043g0 PE-12614 beMegrrOnir6wm $ME$ 420AWMMUM SOD RBNFORCFO)= wA*W09B&gWt Paptorl iAM8 Mob idle W Leaft got miumo is )NOW Mimed ZWLAmmm hoom slam elnen M. 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