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HomeMy WebLinkAbout2967 Lytton Hall Dr0 J W t� N N LO 0 a N 0 CD X rn w 0 m cn ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDRorWDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W. M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-08-15 2.0 FRAME—WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. 03-29-18 5.1 UPDATED PER CITY COMMENTS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC 'ODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 08-23-19 5.2 ENG. REVIEW FOR 150—C MPH 1% S I M 17= INI INI P lqt 2575 z INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. lttf tttittty�t,Rr� ��,��t Q?M Q j V7_ 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. Q oo 8 2 C, N N_ 0)C: PNN N U. a) it Vi L Q. 3 N LL LL v? w ui M . rri aLu a� Z cl.q O �a)o_O CC0 mor-CO mom¢ LU W 2E°'rn Boa IL�. M ". N O p fn NQce>Z V O J Z �0 ❑00 W M Z N O 0 00 N M D� N M z o � � 1, T� LU Y W Q U ® Q OW Ln L o o � in W m C q U o sm o cfl w M ch Z o Z Z 4 .J L.L E . Z. o� >N z® Q E w j ❑ a w< ao �o 0 o Nra ¢ o &_ ME tip-. L c G 9Z. m � Z� Z _ � J 0 y � m BOBN N CnF 3 Q3 00� Z Z no �W Uo o >� zlCIDa ¢ 0V 2N 0 = > L0 L m m W 0 .! M = —00 �C:) \L LL Lo O N ' r N I r M o � E N T 0 z � r E Q N Z E c a U Q p JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. C S rn 3 m r- LO N QD it r0 cn CR L0 M I N 1.0 11.0 m CV aD 0 J L0 M I 0 i i 3 a N 0 a E FT v x v c C J h tr= v v 0 U y i a 0 O 0 LZ 0 0 LO a 0 a. 0 0 2 0 W 0 l m v C c d TYP @ 2 STORY J S6 H.B. I I N -- --- 24 - 24 ----- OPT. REF. 0 iv 16" 5-SH DEEP _ _ _ S3 WALL i--------- I I I I.2668 B.F.2x6 I I I I I I Iw I 1 > I 1m IQ 12'4" -8" R I 2 68 N KITCHEN '-'FLT CLG.O CC 53 EDGE OF SLAB 2" BEYOND WALL 20' 6" i O I I 1 1 I ( �o J"M O 10 1w 10 Ip 1 I W 1 1 0 1 o I 0 N I 3, 36 36 r--------- �� 1 LI 4'-0" _ ,7 LJ T 6'-2" 6'-6" 4'-10" 1 I I I r =_ 2 CAR GARAGE l 1 I ` I � I PATIO DINING ROOM 8'-8" FLAT CLG. O CARPET o CO �D o F (3) 2X4 #2SPFW/ r (3)16d TOENAILS @ BASE TYP @ 2 STORY J S6 16'-4$' 8'-8"FLAT CLG. AFF BUILDER TO PROVIDECO 2'-6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC (3)2X4#2SPF W/ (3)16d TOENAILS iv @ BASE W.H. d CI CI O O' O � � Ui Ui 3._8„ T-8" T-13" I I I I 1 I I I I I I I I I I D I I L - - - - S3 -- --JJ - CC (3) 2X4 #2 SPF W/ 4'-0" -0" S3 (3)16d TOENAILS @BASE -------- i FOYER 3068Fb 8'-8" FLAT CLG. j TILE B 61-01, 2„ I o N o 0 (2) #5'S N o ' N I TRIr� r 0 r 2068 B.F. 2" DEE 5-SH r __-HDRAT7_4" ----------- 8'-8" FLAT CL - -F7 - o _ O L Cl) A, 22sQ WALL _ G N FL O G _ S3 P ' PLUMBING LINE TO SECOND FLOOR F�I f\-(2) #5'S r, FAMILY ROOM � 8'-8" FLAT CLG. CARPET i (3) 2X4 #2 SPF 8'_8 FL T C G. W1 (3)16d TOENAILS @ BASE - 12 42" SLOPING °P FLEX c7 8'-8" FLAT CLG. CARPET I = 19 00 r 00 j AC PAD AC PAD - FLOOR G.T. - HALF WALL ° 11 "' 10 1 1 21 31 41 1 1 56] I I9 Up I I I I I I I I 'n 16R I I I I I G M 1 1 1 1 1 S3V I 1 LO A C O TYP @ 2 STORY J S6 411111014 H.B., J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d J 1 TOENAILS @ BASE 8 38'-0" 5'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25� S.H. 13 20X38j 184X37j S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20X72 18 X714 S.H. 1 H2 27 1/4 X 26 26 X 25 j S.H. 11-13 271/4X381 26x371 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. i H6 27 j X 72 26 X 71 112 S.H. 22 37 j X 26 3671 X 25 112 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37jX50j 36JX50 S.H. 25 37j4X63 362'X621/2 S.H. 26 371X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 J X 50 S.H. 35 54X63 5271X624 S.H. 36 54X72 524X71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - 131 SCALE: %4'=1'-0" ('=cnarol KIMnc R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. Is From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A')i +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 GG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 "B1"I FIRST FLOOR LIVING 1093 AREA SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 GARAGE FRONT ENTRY TOTAL AREA 427 35 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED V �V 4 " a 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. E FW/- M cc) O V po N0 ii N O C:)O m(0 M N � C: J � � LL 0 N )" LL � a Q >mu' aa� zcrn� zW u o 0 o X m O W a Ern o a Z N O NQmz Q O z °< oo❑ W (D �g z N � o � Q � J 0 � N zw4mill .o � -1 W K a U � Q 0 -0,11./) to ° W ev E. = 22 o U m W & E O 8 , = y c o o co w Z M z E E ° =z �a �Zco Q� Z® °¢ 00 S < D CN az ¢o 0 G az 0w y- N C c Z a m O zI Zz z _ in J �m °- >Z � z ") a) 3 ; 22 < Z ° Qj° aZ U a� ap a� k �- 3 C) CO w a r �U3 V za C = L L m N Al W m 0 .> M N > �• L O Q C CO 00 = I� C o i� . _ C:) V.7 0 LO N = M N T- ui T CV O T z z E O to 2 (0 a E U a 'a cc c -j JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 1.0 y'r TYP @ 1 CORNERS D2 U.N.O. EXT. WALL TO BE 2x4 #2 SPF STUD @ 16" O.0 U.N.O..O. 0 16 MIV 2x6 BEAM 15 r SLOPED CEILING 14 TO MAINTAIN T-5" HEADER HEIGHT 13 I 12 Z 12x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 11 CLIP C R LUS26 HANGER TO U LEDGER 10 W I 2x12 H R. w/ (3) 2x STUDS AT EA. END FOR BEARING PLYWOOD9 LANDING nv b F- ( STANDARD (3) 2X12 0 STRINGERS W/ SIMPSON A35 8 T CLIP TO HDR. 00 0 00 1 x TREADS (TYP.) 6 2x8 LEDGER #2 SYP w/ CONT. (3) 16d NAILS TO STUD 5 HANDRAIL @ 16" O.C. Me /4 Ln /3 / J2 THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. I- qQ'-n" 18'4" 20'-4" 01 1. 25 6 SH H1 D6 R&S EGRESS ('------ ----1 J � S6 ` J cco SURROUNB TYP @ 2 STORY W.I.C. B DROOM 4 P '8'_0" FLAT CLG.' 8'-0" FLAT CLG. BEDROOM 3 rni I I U) CARPET j 8'-0" FLAT CLG. I �1 I o L N CARPET ¢ w - T-1 2' - - ROOF G.T. _ _ - _TIL W 13'-0" z 1 V-8" iv 6 52' 2 -4 4 2200 o t ~ C7 U- 1 TYP @ 2 STORY --�- 0 O0 J oo (0 4068 B.F. N 1 - T, z 8'-10" I I S6 I N =w w L�: iv 4068 B.F. 60"X36" �'' cn o z_ m 2'-3" > SHOWER ------ ITB ----- 'O_ 00 CO FIBERGLA `I R&S o cy 00 is 2668 ------------- SUR�OUN - `� --- 4'-0" 5' 10" S 00 6'-1 5'-4" 2 -4z 2668 13'-72' cn -- - - o Q � " M BEDROOM 2 90 N W 24 '8 8'-0" FLAT CLG. ' 0 r31i �x22 CARPET 8' LA :ILE�' CL a 10 it ATTIC I'9�=---�I I li oo cbN o - p `q <L m00 i 00 LO O m - a I TIE c00o =w ICU I T �Z0 HA SON BOX 1 1 " @ 6" A. F. F. 2868 2'-4 _10' S'" 2' 6" 16'-8" in N 4.'_o-" 31_721" MASTER /A�AG.SUITE LOFT 15 _ -- - i rn 8'-0" FLAT CLG. 15 I 00 W CARPET - -- I 8'-0" FLAT CLG. O ROOF G.T. 14 -- _ - CARPET - - "' 12 z I �?N O LO N 11 II r _ 10 TYP @ 2 STORY 4 1 I 5 1 6 1 7 1 8 9= I I I I l 0 ¢ TYP @ 2 STORY S6 7I 1 I I I I i fV U- I I I I I I II S6 1 8 38'-0"It 39'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. rIN SIN 3 D2 CONT. HANDRAIL RETURN TO_ WALL DETAIL DA SCALE: NTS H2 >4 D2 Cn o N Cl) SEE PLAN FOR LANDING DEPTH PLY SHEATHING OVER LANDING ATTACHED PER MIN. (3) 2x STUDS REQ'D GENERAL FLOOR 9 @ END OF LANDING BELOW HDR. BEAM. CONSTRUCTION NOTES T = 2x8 #2 SYP JOISTS @ LANDING 3SIM. W/ STANDARD (3) 2x12 MP34 OR LUS26 HANGER ONSP D2 EA. SIDE 3.5" x 5.25" STRINGERS w/ z PL 1.8E SIMPSON A35/USP o FB - 2900 MP34 CLIP TO g MASONRY OR WOOD WALL, FLOOR SYSTEM OR SEE PLAN 6 LANDING FRAMING o 2x8 #2 SYP (P.T. IF MASONRY H1 D2 (2) 2x HDR. a WALL) CONTINUOUS LEDGER REQ'D @END OF w w/ (3) 16d NAILS @ 16" O.C. MAX. LANDING FOR � TO EA. STUD. ((2) 1/4"X3 1/2" STRINGERS TO TITENS @ 16" O.C. MAX. FOR CONNECT TO MASONRY WALL) I I I I I I I 00 I � I r - � I L I _ J GENERAL LANDING FRAMING INFO. SCALE: N.T.S. V-0" MAX LANDING LENGTH HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 14()(1 EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 J 18 7' X 371 S. H. 14 20X50J 184X50 S.H. 15 20 X 63 1871 X 62 4 S. H. 16 20X72 18JX714 S.H. iH2 271/4X26 26X25� S.H. 1 H3 27 1/4 X 38 26 x 371 S.H. 1 H4 27 1 X 50 1 26 x 50 S. H. iH5 27JX63 26X621/2 S.H. 11-16 27�X72 26X711/2 S.H. 22 37 J X 26 36 X 25 1/2 S.H. 23 37 1 X 38 J 36 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54X38J 524X37i S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel 1 inch minimum rigid nonmetallic class 0 or la 1 g c ss duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �q +29.7 / -30.8 © +29.7 / -39.2 �C +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 0 +26.6 / -32.2 GO SEE SN SHEET H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND [11111111111111111MASONRY 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 6 AREA TABULATION "B111 H8 DZ FIRST FLOOR LIVING AREA 1093 SECOND FLOOR LIVING 1489 AREA LIVING TOTAL 2582 0 tO GARAGE 427 - FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x R-1KRAFT FACED SECOND FLOOR PLAN B 1 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SCALE: %4'=1'-O" ,`$®t,stottteilriaFyoa i ,3 <: To the best of the Engineer's knowledge, information and belief, plans and specifications contained the structural P P 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. 0p9E 00 "ON3'k } '{ M N C n� 4) N J 4ko� ® N 2 M 0) O LL J * W LL d a N mmi� rla� Z > .c � 0 = O rarn Mao = m o Wm 0 1- onco LLW E (1, o 9 co Z m N OI= N Q M Z o O J Z OU V ❑❑❑ W Z N O � ¢N Z O (Z N � o 92 X4-d w a a a •ULAW— tN - w E U °°° w m r- T s - o g m i U o c , (D to, 14 r_ O c J w coo co� p z � cd E Cz O wo z ,� p a U K Ooo U Do CDaz @ ¢ az w N a) i oo ¢o i m� _ c Y "m Z <W r) M N 3 8l z ao Q 3 Z Nz �z =5 o �o O N a F �U ° N = Lo oc L m n' W co .! M W T ^ = O 0 O /11 m c Ln o di .� J N r LnLO = 0 N M � N ,-- E (0 c 0' C N �- o co Z r E O �; - z a E U � ¢ p c JOB NO : 20-3567 SCALE : AS NOTED SHEET NO. 1.1 KITCHEN ISLAND VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / LU MEDICINE o CABINET 00 � O~ O~ C) CV > M co coM a a 0 c!> 0 fV O PANTRY /L HOOD OPT. REF. RANGE KITCHEN 0 p MIRROR O =tn+ TUB/SHOWER FINISH PER FLOOR PLAN MASTER BATH BATH 2 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER rt -� - CV FIN. FLR. NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 80 SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROB o Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES W = C° 00 SOAP C7 00 o DISH U 1 r r M O c� TUB BATHROOMS. SHOWERS AND TUBS CLOSETS / LAUNDRY 0 N O M KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12,FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 00 r LO a. C° 0 2x r L? 00 FRAMING r j— Ch Cfl 1 /2" GYP C'? BOARD — T FIN. FLR. SHELVING - CABINETS - 1 '-2" �o 0 0 � T 1 - M 1 CV N CV FIN. FLR- ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ 0 N O N tt� O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q O# V O N N OOO m U -- C—q cp LL 0) 'g J- LL J d LL N �LL LL W LU a a LU � � O 19 a cn � @ a) o O O m m J W (V t6 Oh� ��°'rn 0 Q IL Ci N Q M Z Joo' U J Z �U ❑❑❑ W M z N O O � N O a o n' z O _ -J 0 .WE 3 Id Wa 0 oQ ��a o WL � Riw � U m E ml 3 � 0 C=) W C'') p ZZZ Q L.1.. QE E Z � �� = Z_� o o a F— fp O E O R� a p ¢ 00 o< x Z 04 p w L ¢ o �m m 0 o o� >_ J ¢°tl �z to N ''� a o2 50 a w �2 o= ¢F =3 0� CD _� ao 0 2 CV = >Lo c� .! M ^ c o O o m c LO o = � N M � �' E C N r o ru Z :3 T iri Z cc FL E U Q p c JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 2.0 Mly V M. T.O.P. HDR HGT. Ir FIN FLR 3068 F2 F2' F1 F1 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS - FLASHING ---�-------------- ............................. EXTERIOR PLASTER ON FRAME 1" x 4" SMOOTH TEXTURED TRIM / BAND MIllII ICI Ili iil rlI= 16070 OVERHEAD DOOR 0 Iry TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) W10 M�j FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" PIP1=1?r1 Ace culnlr;l G LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HG FIN FLR N 00 1.4 60 IN 1 ENTRY COLUMN DETAIL SCALE: 1/2"=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 wl portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. �e,tCCSCrc %% eeeeebbb`b cp to sir e ^r4r 0 F Prq da!g3��s°� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) E. N pWp pp�o � N_ # t� ® O N N m� N LL N M N J # f) -5 LL LL IJJ d Q C y M W N >CLL a(LX � Z ��� 0Q I0wo_ m o mom¢ wm13 o�CO spa Z U m ".. N O Q' p Ln CN U O Z Ell] El W (D fli 0 C Q v ..I M � N V , M C o � � LL Vi W i1 0 d y� < O ^ It/ 1 L I /R W r'- c" O = 9 O V all { U Co m r m E _F $ Sw x1 C) O n Q N 0 o14 • Q 11 C� co W co2 ¢Jg p y zQ L.L fZ E zo yN Z ® D2 CU I— r6 R. o a OZ CV ar ¢ o w Qo w W W , L ra Uj C C ❑ Z 1 U y Mo O LL z, Z m Q W 0) af°i Im z 5U Q U oo < LL <8 a N W oz =3 CD w� jo V' zla a � 3 °N = L6 ai �L1 W CU 0 .� tM C_ T a) > T 0 0 co LO J N = r M a) ^ E (0 N �— o Z r O ECU Z EL U ¢ 0 � JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 3.1 I -Ui- flit RVA. Iu:II. r IF-.IT1Bllrbi,!111 -.1 bo M� N c»� N.- N t* 12 5� T.O.P. HDR HGT.---------------------- 12 �5 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 35-SH CJ CJ CJ 2nd FIN. FLR.---- — --------------------------------- ----------------------- 12 --FLASHING T.O.M.— — — — — — — — CJ / WEEP -- — — CJ/WEEP -------------------------- FIN FLR 9' RIDGE VENT x 5068 SGD 12 5� ROOF TO BE ----- CENTERED ON DOOR 35-SH TEXTURED —J CEMENTITIOUS FINISH ON C.M.U. (TYP.) EXTERIOR PLASTER ON FRAME REAR ELEVATION — B1. 12 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS 2nd FIN. -- ----- --------------------------------------------- FLR.-------------- ------ T.O.M. CJ CJ / WEEP CJ HDR HGT. o TEXTURED 210 CEMENTITIOUS FINISH ON C.M.U. (TYP.) FINFLR-- _---J —1 -------------------------------------------------------J------ RIGHT ELEVATION — B1 SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. tttttuii►� � rr. ° �J"� •�Se C� � + eb 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. N Q _ 8 N (o rop N i L O O O C � N M N r N # 00 lL y.210M-In 4t 5 LL LL_J a a Z< c) > - i� a a it '&4, OC Xo Mho X00 W W m 0 r c ¢ gy m c' Z IL Boa N<C)Z < 0 a Z . . < U H V ❑❑❑ W M •— Z N O O m 0 z � z J M d N U) M Z � v' 0 w o o O Q) V) �Ln w `° o 2 U f° w � ,- E 0 8 z /= V O N • CD C (D 0 M ti O co J w Z co co LL 0- C) E U zo wo z >N z ?® N O O < 00 � U O K N o ¢ r� .0-. i r0 a z 0 Y U N O m o O Z Cn � U3 J F Q W Z zo N 2 ¢ tt Q U 2 L �j Fw- oz =3 C:) C.0 w a � °3 v z< �N 0 = > L{) L rT 0 .N> (M � L.L � 9 T C o C:^ LO o A 04 J N = r M Cfl rn N r o cc � T iri Z Z E (D E y -a w m c d • • 0 t < p c —r JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 3.2 _F___ - a AM iru i irft i,��FDIUA i :rr i re 11111111, I I " i r. , i w : i I ll 3 x m n Ln cV L c v S cMp Q J M I 0 c4 2 m r In cV C M co 0 J to CO M I 0 i rn c Y tz Q O N i d E E 0 i a ti E 0 U v 0 UI N U 0 CL O O U J aT tZ 0 0 LO a 0 d 0 N N 0 W 0 N 2" 1" N i- c� 1. <V 2" N 0 - CO 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 1'-10" = SIN ^ `„ 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54 I� 1/2" RADIUS 1" 4" VARIES VARIES = �M SIN CAP N 1" 1" 1'-0" 1'-4" 0 Z-)r N 22. 11" z 1 1/2" RADIUS VARI ES VARIES r 1 „ 1'-4" 1 4" 34' 4" ml v 4i" N5V 3 4 " 4" `hi VARIES 2" 1 12 31" 31" 2 11' z 1" 1" 1'_8" 1" 2 1/2" RADIUS BASE � r � CO iv BASE 4 • N 12" *NOTE: VARIES $" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF _ „ 1'-6" 1" 19 2a' � OPENING 6 1-1/2" THICK 1-1/2" THICK O i N �M 21 4 d 10" 6" c� r N Cl) 4" 2 i N 2" 4" 3„ 6" 2" 2" M IN (n > > * IN 24' 1-1/2" THICK 32" =1� T ^M 2'-4" 52' 1'-5" 52'� ,N - DLO 4" 1" 1'-4" 3„ 12" N 2r, C7 51" a VARIES VARIES 21 ==+k tf JJ 1 I 22 • VARIES VARIES r4" 8" __ __ __ ___ c.i I 00 in Rs in II N M 1 3 3 Q1 �a 1' 41" i 4 SON ��� KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" KEYSTONE F11 00 OPTIONAL 3" 3 a ' 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" R4 r = s 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAOM/TH FINISH EPS MATERIAL IS ACCEPTED 1 s 1 14' 1'-64' 14' 1 12' 54" 2'-1" 1'-12' 54„ f2" 1 " 3'-8" 4" 3'-0" 4" 101, 1'_4" 101, 7 cv (V � N T N o0 0 ih ih r • 1 " R-01 2 N� O GENERAL NOTES: Uzi 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH a N O ►=) 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W00 p 6 00 � U� (co, . r- N iL C" N N C to N LJL M �M�a �LLN>2 3k W LLLL a a z � Ul M j ai m L: 33 �rnrn W ' N 1 a it Cr a� O m 0 W m _ m O-CO , W EO1�' Q Boa Z N Q C) Z U O z o0 J ❑❑❑ s � W M Z N O 0 0 m o Z d Q v J (ll d N M E3 N m � CD o v LL Vi Y (Q w o. 0 U o a O V �N ° w � C E N N H— o c) m w m alla� I— T E O 8 �I x i'' ' = v' c 0 o O J w Mz� O5 z z a E o Qz E VO O iz go z oa 00 c0 C X U �4 O E N z oCD ¢❑ 0 tt L rp U) C z < m0 o Z J a ° <z �n z z0 C0 Q p< a USao �w o O U wl¢ �o a z 00 V z °CV 7 L L � rn N n' W N 0 ,! M CD '- _O ^ O O 0 Q � c(0 L O O C3� ��.,, O N t- C)N LO T cM N CD N o E � T r iii Z Z E O a U -j Q 0 JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. F1 . I'll 'I f---F 1 1 1 1 —I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER 00 #14 cropper to lights & outlets NEMA t 200 AMP #12 copper to 20 amp ckts 01 #10-2 copper to WH 01 #10-3 copper to pryer METER MAIN O0 or 410 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �44GROUNDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4, � FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE #PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) VE9 PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) �•eUSB TELEPHONE/USB(OPTIONAL) FTq TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. !� THERMOSTAT J ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP GFI DISC. No 'q -All 09 0 �' - 0 0�*A yGFI : 4FGF 7� r----- I j. I 3� rG I GFII6I —J H.B. 12'-0" VERIFY METER LOCATION WITH BUI DER H.B. I V — - VERIFY LOCATION W IRRIGATION OPT. - ELECTRICAL PANEL GFI @ 44" A.F.F. REF. ! I I � I I KITCHEN 60 I I I \ I I -----------� \ I I GFI LJ �. GAR. GFI @ 44" DOOR A.F.F. GFI 0 DINING ROOM /PENDANT AS / PER SPECS ` CH � � M W.H. 2 CAR GARAGE Eel I I I I I I I I I I I L------------ GFI @ 44" A.F.F. C.M FOYER /M ROUGH -IN FOR C\ / OPT. CLG. FAN/ / LIGHT PRE -WIRE FAMILY ROOM \ I I \ I I I 1 I TO LIGHT AND SWITCH ABOVE \� FLEX ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I I I I I j I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I f — I I I I I I I I GFI MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" 0 N O N .n 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o0 U N (o N_ 0 Om N N m� N W * O (� d J W N , LL J W WUj R n M a; �o,U) W (1)a a a it a)omoCau0mW X� rr 2 E c' o' omOZ ¢ < o a ILw Na°03MZ < aZ Z U ❑0❑ W t1 z C14 S o z J (7 N U tJ"1 M Z � v�o J` w n 0 U � 0 N �N w T E 2 U 0° m T E 0 8 m.,. = z U o in,° ¢ o to, 14 o C.0 w M u F o zz L.L_ CL E E O —0 wj 1 �® oa N I C ,=°¢ E o X U a ? p CV L ¢Q ¢ a Z w n o O� U m O 04 Z N J ¢ ° w �z ai Q o 5 LL 5'Z a 3 K0 �� o wF ' O 5 ao E 3 ° N M > Ln ai nLl W D .! CM 0 LL. n 1 m 2 O L O 4- o J 04 T to CD 04r LO 04 r o z m Z E E O y � m c FL E 0 � Q o JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED, LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL #14 copper to lights & outlets 1 200 #12 copper to 20 amp ckts 00 AMP #10-2 copperto WH #10-3 copper to Dryer METER II MO �I 2/0 or 4I0 SER Alu 200 amp 150 amp ==r isconnect POWER CO. FEED 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER �1 WITH CODE APPROVED NEC 14, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217, 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2014 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT }—�— FLUORESCENT LIGHT FIXTURE O EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-[s]P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER n ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN 417 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN G�) (1) PHONE LINE, (1) DATA PORT RECEPT. FC— — UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" 0 CV 0 cv d- 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W co � U N cpOO O - N N C a)C cpNC, ��7 N�LLLLdM emu- 5Z w11 as W Z C&EM vU)� z$ W o ma)9 .ru o� mmo W W 2E�o) spa un 6) _@ p O N Q M ZQ U W N O gN Q ` J C) d N 2 � o � �N LL Cn Y _ U g o a 'U a O12 w 1­ V a o � � U 00 u., e, ` e O U•.. 8 = U c to d ® Q Q o sm o cfl w Mzo Z U- E w� } Za o Q E w0 oa CL O E N Xo az ¢o 00 0U a ¢o rw w0 rp rig c z 0Y 10 v m } Z 8< Z z 5� a LL �w 3 �k F J O L ¢=p a v is °3 NN = > L a) n, W @ .> M Q Q C o m LOco o .� J 0 T LO M o ^ r (� .. c N r Z E O a. U � a Q p c -j JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 4.1 im "I ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 35 34 5 17 1 8 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 135.0 276.0 (Zone 2) `*NOTE* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. '-ONE-1 ATTIC SPACE '15 SQ. FT. ROOF PLAN SCALE: %4"=V-0" 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) glow 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 I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Al.' •w: f, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. _ V N cp p�ppp O n C.4 C in N J NLL LL a. to Q Z-0W N CM I W (n W > �LL d d � o 0Q CM a) o _ = m O m W mom m g E m rn J Q a Z O@ N O W 0 Lg NQ c+�ZQ U Z'o U ❑❑❑ N z o W NNQ � Q z Q� d IY N ch c0 z c V •O 00 0 Q ^ tJ I [u f— O y �J c) m LLI O F-- T E 0 8 = o • ® Q U c `n d Q s �o o JZ w Mz o L- Q E E zo w O >N Z N 0 ouo t M N¢ k O K ¢ " o O w It o as w (d U m2 o Z N Qi --� hm a ° Qz z 2s o� z e son 3 U log mall p ng oW =3 o < Iz �o a oo A 3 0 CN = > L6 L T ca M .N�! T_ LL � T Q c O /1 o o 2 M OLO o N rn ^ ,— E T N T o Z Z � c) N d a E U J Q 0 c J JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 5.0 TYP @ 2 STORY H.B. t ........... 2 STORY J CC (2) #5 REBAR VERTICALS w/ in 6'-0" 5.4, b FILLED CELL 11 I 7% 4 o 1i L Ji 01-01, a) CY)IIF z U _jI&5 60 UL 4" 10'-6" t�j C14 1 4'-1111 [— �-g L 1 .7 9 co STEPS AS I KITCHE SLAND 3 SLOPE �0rr N:�Ci REQUIRED PER FIELD CONDITIONS LOW WALLS CHASE -7 TO - ISLAND EDGE OF SLAB 2" PROVIDE 3-1/2" MIN 1 Y2" SLAB FOR BEYOND WALL 3000 PSI CONC. HERNANDO (.0 10 SLOPE RECESS SGD. REFER MASON'S FOR WIDTH FOR COUNTY TO 3-1/2" MIN SLOPE SLAB OVER VISQUEEN ONLY 2500 PSI CONC 6 MIL VAPOR BUILDER TO PROVIDE 2STORY 4" BARRIER APPLIANCE PROTECTIONcc (2) #5 REBAR ------------ L WHEN REQUIRED PER FBC S3 VERTICALS w/ in '(2) #5'S C� Lt_\Z FILLED CELL o? b I ■ A-z TYP @ 2 STORY L PROVIDE V x 9" 2 4 - - SLOPE -6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR :0? 1 S E.W. 01 _U, TOP OF CONC./ PAVER TO BE 4" 9 F, BELOW FIN. FLR. Ll. (2) #5'S r:,too 2'-6" x 2'-6" x 1'-0" STUB UP TO' 13-441" VVI (3) #5'S E.W. 2ND FLOOR FOR A/C PLUMBING LINE TO SECOND rG G -1 _­ E S3 FLOOR C o N 1� 10 __CJ 7 Cj a)-- __ CJ 191-01, INDICATES FILLED CELL W/ 3000 PSI GROUT FROM F7. BECONC. AM W/ () #5 REBAR VERTT ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" 10 /i,I-� �`///� ���� I � � EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" cat HVAC CHASE I BASED ON L 01-01, LOCATION 5'-4—" 16-3" 4) TYP @ 2 STORY 09 ................. ■ i ...... .......... . .... 0i , I * , *E, * i - - � ... E ...... i - - * * N . N-7 ...... ...... , 1. * *0 * * - * . E .M.... 01 HR� TYP @ 2 STORY 64" 1. 6-0" 1, Z-O" L 2'-0" 1. 2'-0" L 2'4' L Z-O" L Z-O" L 4'-0" 1. 64' Z-1 FOUNDATION PLAN SCALE: Y4"=1'-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 & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VWVF PLACED IN 1 /8" SAWCUT x 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN :z LU Uj Cn Ci- CONTROL JOINT DETAIL SCALE: 3/4" = V-0" —#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" , 7 f t 19 9 11 % ft —j To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, 0 W .4, E 00 CC) 0 c(o cc) ccpp 'IT 0 — 04 0 C:> 0 to — 0 - Il. C� Ln N ,, 0 . "' j ft LL 4 U) LL 10L 1 'i'W - Et 5ZW OR -0 U') C, W. 0. 0-1 W 229- 04 F6 0 P W IL 2 E T m _j a < CL 04 z W (D 2 co" O (DLL C/3 Y L.0 C�, z 0 Q ) Ln E 02 0 C) T E 8 < CID M E u5 0 < E u as co 0 0� < "0 0 z 0E C:, Z 0 Z C/) G .0 z z co 0) C/) as � 02 � z 0 < z 0. ca �z < 0 co 0. 5 3:1 C-14 120 (L) > L6 W > cle) > .r 0 0— r) co LO 0 04 N 0 r- 04 LO Cr) E 04 0 CU z z E 0 co C: ca 0- E 0 _j M < 0 JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 6.0 CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 *' 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L 1480 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) All 11 (A) (+) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**) (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 GT� STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ROE 1 OR CONT LEDGER ~—�A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d IF CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3� CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0" MAIN FRAMING PLANT SCALE: %4" ���`1lEit$Y8p40t�ggd G_ 0 C • .. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. °° 8 I W O V' N N it O O O i♦ ON N a) I' - a)W N LL 0 y N M 01 1 9 LL J _j 2L LL a N M S . W N z -0Urn of 0�O m 4 O m OM 00 ;7)J co o a a N O N Q M Z Q O 0 Z O V ❑❑❑ W z z � z v o d N tn c-> z 0 Q) � c72 — V 0 � O cn 12 r-r r - C1, E o tilra � mop � c.) m w U 'o N Q o t1d � ti o w M-z M o s z < � J L1 Q E C) E m � z0 o� w o Zo z0 co 2� �o (a C O M N¢o U O Q z O w z a z z L 6 r'3 O a Y U hm m O O x Z F Qi U) J 2� QW g ZZ MENQ N � o< LL az rn w c� < 0 dLL � o <� O O cfl V z¢ 00� 2N 0 = > Ln L � m ^1 W c� .N�> C'M LL > r O o 00 = I� C d. o C:)� = 0 LO N M N r E E N r o m z :3T_ E C) N z c a-U E _j ui Q JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 7.0 (2) TYP. @ 2 STORY X J to FOTcl) YP. S6 CJ1 CA uJ C'J 4 SIM. W/ BLOCKING CJ5 s5 (2) X TYP @ 2 STORY J S6 SIMPSON VGT 1 w/5/8"ATR&(1) SIMPSON HTT4 Z. J TYP @ 2 STORY s6 (2) (2) X CJ5 CJ5 X CA CA CJ1 CJ1 �V'> j j j J TYP @ 2 STORY j 3 j S6 ROOF FRAMING PLAN SCALE: %4"=1'-0" • • ER � M1 � • A7G1 •' p • A61 • A51 . . . . . . . . . . . .. . . . . . A4 A3 A21 I A2 A4 A5 /A6 I t ' EJ7 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 518" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 --- 2 - 718" DIA. BOLTS M HD76 * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 10140 --- 4 - 7l8" DIA. BOLTS N LUS26 1165l1060 *' 10051915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 "* 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1l2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x i 1/2" MTW16 1195 1005 14-1Od x 1-1l2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1l4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1!2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. REVISED 10.17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS c6> c6) (A) �+) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 4$" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER (A) INTERSECTIONS. SPLICING w/ 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS a (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM SEE SHEET D-1 FOR BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF FRAMING DETAILS StECEFlaEBtprrt ��`l4ttM � w P`�.a • f n� �'" � fig` �• C3 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. x Q 'o U 00 O N c0 W N 3t V O t` � M N ^ 0) Lo N J m co <L :Z � ® W a '* 13 c'ii� aa� rn �cuo x �m O .:''d Z � p a NQ co � V 0 � "• ._; Z W J lCJCJ EiZ- z N O z Q J C•J � N z a � 0 f� Q) W o o (n w r- Lv E o � � U 00 r— m E o S _ � III}II'I �I U o �i e Q rn rn I\ m o w M z o z J a � c � za 3 m n N c x 4 J L0 u7 r� LO I N m r- N c v x M cn 0 1.0 M I 0 a`> 'i 3 H Q N CJ v a. E E 0 0 v c J LZ 59 V v 0 N U 0 i a 0 01 N L� N N v a 0 a GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load G1 .0 Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T ® © 9 8 FORM k GROUT SOLID CV Q �w J �0 0 #5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. F l eE E F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U a CO tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c-T precast recast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 tow relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR IN. (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL - n a °° d #5 REBAR AT TOP 2 ° G M.U. LLI A-n MIN. (1) REQ'D ° 4 1-112" CLEAR J z ° ° ° p z a G GROUT m ° _J:C Q 4 n a 5 REBAR AT = - to w 4 ° ° BOTTOM OF F u�j z Lu Lou o LINTEL CAVITY T � uJ O i 1\ - L Z�\ -BOTTOM o U t- REINFORCING PROVIDED IN Ira 3 m z 0 g 6 w ,n - 7-5/8"ACTUAL LINTEL ¢ O'S D D L, �o #5 REBAR AT BOTTC AS INDICATED 8" NOMINAL WIDTH (VARIES) U) � ¢ d- v - 11 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) SIMPSON MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL 8 SCALE: 1" = 1'-0" LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION (E) MIN. 17'-4" LL 5'-8" LL O 5'-8" LL O 5'-10" LL O 5'-8" LL LINTEL PLAN SCALE: %4"=1'-0" �® �.r �-- Rv -r G �- To the best of the Engineer's knowledge, information and belief, the structural plans and specfiications 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. rn _ E � OD Am 4 O � O p O ca' N Cp nW N 3k c/i� W N n ccO J W lJ V .. m O p LL J W W LL a a Z ai CO) ri 33 rn ° a 01XI- 1% 2 o CND = m O m Wy A E m rn � o 3 LL O `. N p NQtMZ of Q to U 0 J a ZZ ° C5 ❑00 W c Z � o _ Mo _ N z " � v o � N co m z a c o �N fz v% w 0 n � n U Q 0 V) w �- " ry o U m m w Rio'- m E 0 8 1 x� = U o ° • a 0 o w Mw M o Z Z LL. Q O Z o� � } o z® Da E �, _ K. a ¢ -O O O O Nao Z <zmo dZ �y C/) � � Z Z �Z s° son; 3 oM w oW O ¢ F =3 �r ff O co w ZI� a0 O 2-N 0 = I6 L di rn m ^, m M .! � r 0 0 //) `0 m co TT 1 Li J V J .� ate+ O J N T O LO 3 T N T­ rri LID o Z ca Z E 0 m CIDv FL E U � Q 0 c c JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2, 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2. 2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 1_1240 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 Y" GROUT FILLED MASONRY: 1 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 31122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 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 back -fill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpy and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE us rk 10 1q. 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 6-0" 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 /". 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. - o 40 0 H era ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W oo'tip° Q V ONE �Np N # O 1j 5 LL ,-Jrn LL 22 M u- J a , LL C4� N LL W N CL .0U)� 2 O o m m 0 W 2 E °' O ❑ a IL Z m n, Q co Z U 0 Z O V J I W c+� N Z O O z m 2 N V) M z � o � C!J Y e„ n V � O LQ o V m w m o g I = C) o U) to, Q rn & .4 C:"w M o z z J LL co E C 8 n z� o� w z o ¢" z® as co 0 XU o< UO �V �< N L< ¢z w? U) c C p o U ' S m 0 O w Z Qz Z n o10 V 0w 0 <p o x 1 �1 CD z aF =� 0 r mi co ct ti ¢ zw a x 01 3 0 =04 = > Lo L � rn m ^, W m 0 .> M > i� O C 0 0 m co O +r = CD LO 04 M r T � CV o cc T E Q N Z c a U � Q cc JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Ut, J 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 + + 0.113 INCH NOMINAL SHANK DIAMETER 0A 13 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6-0" + + + + + 60" + + + + +++ +++ + + + 4 + + + + + + + + + + + + + + + ++ +++ + + 4 + + + + + + + + + + + + + + ++ ++ + + + + ++ + + + + + ++ + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 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 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap fi FILL CELL STD. 90° HOOK BOND BEAM U) w Q STD. 90° CONT. #5 BOR T. #5 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 REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. 4" max. Clinch na when possible 4 Its 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under cuts. N.T.S. - Under 2nd floor Cnlmmn w/ Inaric N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-0" Q - 0 STUB -OUT FOR 1'-O" 0 9 0 GAS METER O o � U i'V o • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1 T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" f10d1 nails at 6" o.c. �'/ Provide adequate bearing for each lapped joist. Odnails SECTION @INT. BRG. WALL N.T.S. `"t " ' 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 IK or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6 r A 1 2' ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 8 1'-0" 1'-1" 1' 2" 1'-2" 1'-3" 1'-3" 1'-T' 1'-11" 2'-4" 2,-9• 3•-2" 3'-7 Ty 16" jolst _ 12 V-0" 1'-1" 1'-2" 1'-2" V-3" V-9" 2`-4" 2'-11" 3.-7" 4' 2." 4'_9" 5'-4" Span (ft) -- 16 1--0" 1 -1" 1 2 1'-2" V-7 2'-5" 3-2'' 3'-10" 4'-9" 5'-7`" 6'-4" 7'-2" 20 1 -0" 1 -1" 1 2' 1'-2" 2'-0 3'-0" 4-0" 4'-10" 5 11" 6'-11" 7-11" 8'-'11" 24 1'-0" 1'-1" 1'-2" 1'-3" 2'-5" 3'-T' 4'-9" 5'-10" 7'-2" 8'-4" 9'-6'" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE, THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1 2" 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 1Y2" 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 CALL SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 1 16" 2-8d 6-8d BC160S 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d j 16" 6-16d 6-16d SIMPSC w/(22) NAILS T 5/8"0 THRU BOLT SIMPSC w/(22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA201 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4"minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I� I I III I ICI I _i I Nail with 10- 10d nails. — Install tight to top flange. SLEEVE THRU STEM d " e. e. SEE PLAN FOR °• A. • ; . • ° FOUNDATION INFO a ' STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. Backer block required where top n mount hanger load exceeds 250 lbs. ��� Install tight to top flange. ` i—IITiI IT1 Ir 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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements . 7. , / 0.6 X Joist depth El I -JOISTS BUCKETS N.T.S. All. l nmor- 4 rvtl 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. 115 LOCATION OF SECOND H10A SIMPSON (WHEN w/ (18)10d REQUIRED) NAILS UPLIFT=1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE 4 �1 I -I I II 11 1 1 a: 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 q - a PVC OR SCH40 SLEEVE PLUMBING LINE 4 d _ 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 40. 4 �t��EtttEii$parte ............ b O , -a < G. M eAq�atb P t� tt •TET', i tr M1b � ���ii'tQtttVta. 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. 00 �Y C)U N c0 p'�p N it O co N r 0 LL O .2M J Lu a. u M S �' U_ iZ W r� a aLU Z C), O ��o �00 C N CO W LL2E°'C �oCL Z 'ItN Q M Z V 0 J 1 Z o U 11013 x W WMAI z J M N M to z = C7 0 f6 U V3 1 .,. n � n 0 N u., E w rn all 0 8 = G5 U o 9+' 05 w ¢ ®0 ° 4m CD o W M ch z zS z z Jo U_ Q E O E �� w 2 Z© E �0 0o ~ C1 9 ¢ O U o E ao &Z aZ : L .� C ¢ o = 0 mo oLL z� C N wm 'aw fn F Z Z 50 a`ni Q $I az nw wu <0 o aQ ;o zIa < UU 3 0 =N = Lo ci T nLy W @ c9 M .! � T i� C) Q o (D m co =O rl-I LO CVO r N = CM CDr iu (� N T T rri z Z E 0 4 m a E 0 U 0 Q p � JOB NO : 20-3567 SCALE : AS NOTED SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @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 II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 - ' t. .16 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _ -1 I M I I I I I .. D I I —III —I I I I o I. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i I I ��h I _I>I -•I E I -III -I 11= I-1 A =REQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS -�III(��° — _ "1=II- TI=II�I�1=I� I�I=I� I{IIhI(I 12U.N.O.@ (TYP.) HURRCANEN ANCHOR EACH TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT(`GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" 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 5 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 „ X„ EACH END (WHEN PARALLEL) ABOVE) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE 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. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 81-6". (ALT: 1/2"x12" 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.) 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 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. U-0"AL OR 5/8"x10' WEDGE ANCHOR @ 24" 2„ INCLUDE THE WALL x6W1.4xW1.4 2„ 6x6W1.4xW1.4 A.F.F. O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH a a a �31/2" MIN. �31l2"MIN. a a a e ° a ELEV. -0'-3 1/2" 2x4 CONT. QAf z a- a a a a a A.F.F. p D' ° D p' w p ' I=�_-� /2"min.)- 4" p ' III=I I (=I ICI--- 31 /2" min. ° a a g - ;� — — —_— D ° =1 =I I=1 I-' ( — — —rrr— D Q = I=1 I=1 1- . ( ) a a d a N 31/2"(min. - 4" IJ I-1 =III I I I=I I I— 31/2"{min.) - 4" =1TI—III- -I I III—� I I - GARAGE DEPTH VARIES I—IT_I I I —I f_—I i I III —III i I' T —I I —I I III I I I—J III —III I' tr a a a g I I— T I —III —III —III —I —1= I— ,ii—I I—IT—r i i T „ _'-_4 (2) #5 CONT. 4„ 1'4' 8" (2) #5 CONT. 4 I 8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' GYP. TYPE 'X' @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O.,2x SUB FASCIA ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C SCREWS @ 7" O.C. SHEET 2x STUD @ @ 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY c° O @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� FOR WALL HGT. < 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK6" N CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR ADDITIONAL INFORMATION WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL GlS3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER BOLT INFO. 5/8'x6 J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C WI 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24"O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) E 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 T ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS ILL! D p w FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 1x2 PT WD FURRING @ 24" O.C. ' GRADE Ca D D D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a D. _ _� r `� D [GRADE 60 MIN. Fy= 60ksij -III—�=III m p ,. —III—III—I I Ij MONO OR STEMWALL FINISH GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL ? M — — — � . D 25" MIN. LAP [30" MIN. LAP] q � �_ J I-1 I II I II I II I I I Il I it D• • III I I=—f 11=1 I I-r CELLS (SEE FOOTING MONO SHOWN o - I - w U.N.O. FOUNDATION PLAN ° D °� _ _ O° 6 MIL VAPOR BARRIER =T III � D ° I _ °D C0 FOR CLARITY � _ I p_ R 17/8„ FOR LOCATIONS) p p o o P =III -I -III- I I I (- I I- - _ z #5 REINFORCING BAR 1 x4 P.T. BASE NAILER III -I I = I -III-III- I - z c I �I 1= I I T' r 2 #5 CONT. 4"x4" INSPECTION pD - _ - - I • 1 #5 LAP SPLICE ( ) NOTE: o p o -III-III=I� - I = = a ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH g III III= = III= = �, Ir-� 36" MIN. LAP [36" MIN. LAP] g 1'_4 g FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III=III- I COMP. SOIL. (COMPACTED TO - I D (TYP ) W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _____=i 95% MODIFIED PROCTOR ASTM -�_ (—I = I ��r 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR I=III=I = =I = = - = = = I i- - H: —III=1 =III —I 1 D1557) 4 4 "-� #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER � -III- I I -III -III -III -III= = == ==I =) � = -i � 4" 1'-4" TO CUT BLOCK OR POUR =1iI-1TI_=III i it l li ii l l„�I ;III -III -III— I— #s LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 Uj NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG w1.4Xw1.4 WWF OR � DECO FINISH 4" to 6" „_ ,- „ „_ ,_ „ „_ „ "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1-0 �'S3 SLAB INFORMATION, SLAB INFORMATION. E'4 M �T(= �- r p L ° D ( I,00 atilh 6 x 6 W1.4 x W1.4 DI I - - WWF OR FIBERMESH) 6 MIL VAPOR I D r I _ z_ min/) 4" BARRIER =1 D , D 4 ° a 4GRADE COMP. SOIL. ° �_ — _ O° _ _ _ - - (COMPACTED TO 95% T I I -ITI=III 11�=1 I - - - — — — _ - __ - - - (1) #5 REBAR w/ OPT. ITI ITI-IT"-ITI-I - MODIFIED PROCTOR -,-_ I -III —I 11-1 I = I =III= I I=�§, rFEEN ENCLOSURE ASTM D1557) MIN. CLR. I I' I I, (2) #5 REBAR CONT.--/4 ON 3" CHAIRS TYP. 3" 1 4„ (1 STORY) STD. 90 HOOK (SEE `r I=1 I U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION K*`A� TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB PAVERS 14" O.H.D.3" . RECESS �. z s O.H.D, RECESS M g CV ' r TC 4': .. ° °y ° ° F1 :: I 00 III '•a• ' ". .� (4j } III —I _ — ° ,'' .. _ t" III°:' ..: ICI— SEE A/S3 OR J/S6 _ I I,-l; IT SEE A/S3 OR J/S6 -1 I III I I II ,� I I 1 I II 1= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 'MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ,1 1 GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAMM Ilk °: ° INTERIOR a . -3 1/2" v! !A - CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB So c I— M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE OF PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS `N ° AT 2A O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN �`' • ' ° •. - = - TOP OF BEAM ° I LEI I fIT_I; N SEE ROOF PLAN HTS20 FOR STRUCTURAL A -_- °', ' ° ° p T Cl)(2) BEAM SIZE & T I T CONNECTION INFO d ° I 2x4 #2 SYP P.T. FRAMING w/ I MIN 7116" O.S.B. SHEATHING zT TT ,� SEE A/S3/J/S6 fit, 8" z ATTACHED PER NAILING FOR REINF, INFO. OPTION #1 w SCHEDULE F > SEE TYP. WALL SECTION FOR ADDITIONAL > 6x6 P.T. #2 SYP SLAB INFORMATION. w s w ABU66 SLAB STEP & RECESS S.G.D. rM t!� 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 w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL - W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 9 GRADE a M FILLED SOLID (SEE PLAN FOR =_ _ __ = a a _ 6 x 6 W1.4 x W1.4 ;t SIZE AND REINFORCEMENT) c� l I III = a a• == I I=III=1' '- WWF OR FIBERMESH '- z w =— —i -III III- w I_I I_I BRICK PAVERS or SLAB PER o w—III p 0 = III= • Z • °• _- _ - z_ a I- 1--�____ _— — — — i f—I 11=1 I I 0'-0" FIN. FLR.� COMMUNITY SPECS " - I —I III III —III _ - -- III III I = I -- FOOTING J = rll�� III-�—III=1 III —I I —I I —I I —I l I I —I —III— U -� BEYOND t I I l PAD REINFORCEMENT =I 1=1—i I 3 MIN. CLEARANCE SEE SCHEDULE CONC. PAD INFO. INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING rCD 1 2`� 1 _.k C c` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. '' 00S N N # i♦ O �7 b fV J " 0) ?LL°'�°a LLLL a H 41 M LLI ' N ai 0' u- ° a 13 0 0 o -¢orn°' =a)9 %m0 iz ro r_N m m W E °' °' o a NgMzq v 0 J z UU ❑❑❑ N O N O •mac — � N z a o �N Q)Lu Y U � O N E w. o Ca r' U r° „a M _ 0 g I, v o o 4 O co w z o Z U Q E E os <® o a co fly _ x � p G 0 OU O C0. O E N az 4o 0 QZ az r� 7L L C/� = a oY mO �11 z J M ° aW z V7 z a Zo a �a ow �� >° CZ) O a °N = > Lo ^, W ro C9 .> M rIrCD ^ C O I— m co r1*1 0 N co= o �' � �— E (0 rn tV r o N co z E O co _ it E ;• U 0 tt JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. S3 x m P CN N LO -v M J c^D M I N LO m LO N L c S ra 0 J rLi t 0 i d c c Q 0 0 v O. v cn E 0 v _ J N U v v y U 0 i a 0 0 c.> J 0 No a 0 a 0 N 0 0 W 0 m v (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 —\t CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM 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 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP EVENLTONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY 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 VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + + I STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 4F 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL, DOOR OPENING DOOR OPENING ❑ EXTERIOR Fol � ❑ WALL CLEAN -OUT rT WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIT ❑ 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W! (1) #5 FOR CONCRETE PLACEMENT / o a a a a 8" STD.90•HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 0 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. ® VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4° FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J w 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 TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. �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 — VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET fOP a IARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) 1 (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 (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 O,Q 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. SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMSON SP2 w/ (12)10d NAILLS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @ EACH END FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v 0/C FIELD T a- 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 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 ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 A8„SPLICE STAGGERED N J G' O� 10d @ 8" 0/C 7 ATTACH ALL f EXTERIOR STUDS W/ 4b,6a 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. �+4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 IA 2X P.T. PLATE SIMPSON SP4 a \-NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC RECESL NTELS SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26) 10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)114" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R, MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE 2S4) SCALE: NTS SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED �o I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a I I a 2X8 P.T. BOTTOM P ATE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 (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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED 1 NA M NA 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 S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING + SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J-BOLTS @ 24" O.C. + SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM a / a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. e�4�QttEEEtrFtEB lr��x n O ` 01. �� d �� t'- . a 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. W ua I- a S co Co® 8 N (p W o o O N V 0 cm co J Om N r N ib LL (vMQ� tl) J LL N a u-_j d 0 4 U1 M W to yam >�LL aocn°� 0 � O Z ago o,O m o � (O °� m W m E °' p' o 9Z v@ N O Q O 7 Q N .. U l,- J z ❑❑❑ z N o z N z o¢ J O d - U) c W � _ (!% w m a o U � 0Umw r- c o N t� m U w � r- m E m I•..,, Ilil,il�i V o N ° ¢Q& em o w co M z o Z Zd LL Q E E 8 Q O >o Q N Z® D a (OU ~ 6 O E U o< d p U O O U S� Z cN w cN ¢zo a Z rw i � in ¢o mo o ZLL CIO (n n a U o �o oa OU3 <t z¢ % ' ^ �.1 i L rn (`6 1 W � c� .> CM (0 > 0 0 m 2 I.i) I� >' N r O N = M r.0- N E c N O T N z E E 2 `m m m tL E U _j Q JOB NO : 20-3567 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND TOP CHORD @ 24" O.C. NAILING SCHEDULE FOR BLOCKING FOR :• SHEATHING DETAIL FIRST FOUR SIMPSON H1OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± V24"MAX. TOP CORD BLOCKING 45"± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO o 48" O.C. EACH JOINT W/ (3) 10d LEAST WEB @ 8'-0" 0/C. EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LE (SEE A LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR FATTACHEDW/10d EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ •• BLOCKING EA. END�Iz NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 7 OSB SHEATHING ATTACHED 1 Od NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL _ NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT 48" O.C. @ WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. �55 SCALE: N.T.S. Srj TITEN ON OUTSIDE 1 BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r n r SEE STRUCTURAL X-BRACING, AND TOP f F co NOTES AND NAILING CHORD BLOCKING N F° _ SCHEDULE FOR INFORMATION `z ac, °° SHEATHING DETAIL 2"x4" CROSS BRACE WOOD TRUSSES ;o 60 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 2 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 IN BLOCKING @ 24" 2x4O/C L OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM (2) (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 & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE FOR SHEATHING DETAIL n I'll 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2) 1Od & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" 0/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) JK2x4 ROWS OF TRUSSES FROM "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1Od x 1 12" AT EA.� OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS r-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" J BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (T)1/4"x3" SIMPSON SP2 w/ 12 1Od 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �55 SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER F@ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. L-D.ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 51 FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-j OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B. . . SAME NUMBER F R L D U C, S M U R O ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g ADDITIONAL INFORMATION. S5 SCALE: N.T.S. SCALE: N.T.S. 55 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Old PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING ,ROSS BRACING PRE-ENGINEERED SEE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES OCATIONS) 10dx3" O/C @ 2'W„ TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS IT MAX. JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GT:�, ABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. II °° a °° L d°e SCALE: N.T.S. -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING T1�1 100 onAn1A1r+ 1`1\/r'1'7I An P11177TA11 SCALE: N.T.S. 6" OVERLAP "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) `BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 0 z w a x 2x4 BLOCKING 2x4 'IT" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 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 7 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ---- rl - - LU 0 o O i m o c¢7 ' o T Q CD T � cc 6 - o ' 0 d w LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN r SCALE: N.T.S. S5 I AS PER BCSI 1-13 SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) I CONT. BEARING "' -.,. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. LU a ✓,9 -IleCORNERJACK a W z tY 0 U HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Old 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 zt n ., iN ! O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q cc O V UCy CO,r- N # pO O C M a) I u- oo LL ® F- 0) 2 M 5 -,J L J Uj LL LL a. 0) 4 UJ u M S 113— LL W ' V7 a W a Z-0coo, >. � o 20 mCM, 0 * ' k W W m OV) r 2 Earn m J o a N Q cam' M z V a 0 C U H � ❑❑❑ z W z H z N z � � E3 zCz_U) 9 W 2 o O o a 0"- N w C) C o A � o v m ,,. m F E2 E 0 8 = ca o u) ®0 c `� m �m o � J w M M i ¢ p S� z z Q J U- Q E 0 z o o o z o < z0 Da � V �o z I— ro x & < �o oQ wz CV a) i o ao �; rp CY C °m m2 o o� zr z /5 J <z 2z U)N iv 3 !Z � <m o< LL gz a z �F T ¢O r� oz �3 I co �7 zo aF NN > Lo � ui ^L1 W .� co CL ° L m tt3 r � Ln O 0 Lo = C14 Ln N M o r ai E T .0 CV � T O cu 7 iti Z z EEc O E d U 0 -0 0 JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION —SHINGLE 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ( ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W o = W/ (4) 16d TOENAILS TO TOP PLATE ° 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS, FLOOR SYSTEM ETALSEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL co U) U_ 1x WD FURRING @ 24" O.C. a BASEBOARD N MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c z. CV a ° FIN M I I.-1TI —I-1 I —III' a.'F. T _ I—IJ-III—III III 6x6 W1.4xW1.4 �T =I I=I ( I '• ° ° ° , 4 d WWF OR FIBERMESH ITIrI ILI I II I II I LI I I I I I ° I I II STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4'W" INSPECTION PORT AT EACH FILL CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE 00 (3) # 5 REBAR ON 3" CHAIR I I • , ,I � I, � ��-III=1 I I— STD. 90'HOOK (SEE DETAIL) W/Y MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8)1 Old x 1 1/2" NAILS TO ST..__..._. 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL Ux SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS O° SEE FRAMING WEEP SCREED o z r T PLAN • INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 12' GYP, W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8' 6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a. .III-d d CO Ae_ ICI I III- A -II I I I —I ICI I ICI I I I. ' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING) REQUIRED I SECTION X- NOT FULL HEIGHT SHE (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSUREI F SHEATHING w x SOLID 2x C BLOCKING @ ALL Q C SHEATHING 0 EDGES (SEE OPENING SECTION X-X W aU C x W x E 2xSTUDS w BEYOND. _ U)EE SPLAN o 0 0) L ( I \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI r rr r1/Ar1^L1 P11A^MAAA 4 FT. Q 4 FT. 2 2 5 FT. 4 FT. 5 FT. 4 FT. O 4 FT. 4 FT. 0 O O 0 4 FT. ROOF NAILING ZONE DIAGRAM T�7 S'�cFA�00� qN 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) o W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO 4 SHANK NAILS) = NOTE: U) ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD j o g (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 w LL�0 > a � O in SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a r O O rn PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w g LL F STUD AND OR BLOCKING AT ALL EDGES. Nwc0 c LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" '1 1 1l2" 4C O SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: . 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS 3" 0 C O @ STAGGERED C WALL SHEATHING INSTALL. FaTA arncKN S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE Op NiFRi0R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS I (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH I .. A. .d a .. A A E d' III -I I " .. -1 I MI I I- I I I I ° -1 I I -I I I -I I IA. -1II�IIIIIIII °. tpr III=III=1' (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING 1►t1 HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1) (2) (1) (2) (1) LSTA30 4'4 (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE —Iroo II�II 9199 I @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. �0 ....... 0q g° @� i R �fyy •w po A. �`! elf 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 st uctural engineering portions of the drawing pages bearing Engineer's signature and seal. ,ro 00 Q U O U N (p N N_ 4k Z} O O CA N 2 M N � co (D N LL yk co 0 i III)'� J , u_ N J * U. -I a LL a 2 (6 co S P u- W l� 1 aw Wx Z -0 U) 0 W o m h o m m O m w i61 o04' Ernrn � p d ILL a NQMQ Lo 0E- °° . z ❑❑D 4 0 Z N O _ m z z o o [1 N v (_ _ ® Q V O N E Ln U 00 w m f-- m E O �I... I = m _ U a � U' • ® Q c sm r— CDco w C0 " o z � vjE �o �� 10 Q� 4 � C o oLL z® od m ~ f6 o a< pz 10 o E o �z Ww CN :% L p U❑ a0 m0 C/3 U O , Z 4I m Q W (O/S 3 8< Z Z a° INS Q. LL Z 0. V <0 � =r M_ � dW =� o w� ° 0 CN = T > Lo L rn m n, W � M .! co C) -U ° (D r � m = � LO -0 0) .� No r .J N = co r r °' `0 0) N 0 ca M T U)Z r Z O a E ci a w '016 C c j JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. S6 3 v _ m r- Ln N _ 0 J to LO LD I 0 m N c v M Cl J I_ CO L0 I 0 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER / BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SYP CUT TO FIT 4RS IN WALL 2x12 SYP B BEARS IN WALL x4 BLOCKING FOR 2x12 �/ 2x4 PT UNDER 2x12 C —2x6 SYP ROVJECTION PROT LZATTACH ALL COMPONE 2x4 SYP BLOCKING IR TO CONC. W/4AND NAILOED TODFOOR WTIH GLUE FOR STRAP2x4 PT INTO (SIMPSON MTS12 w/ CONS @MAX. 3 AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 J" TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER / 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPES A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ SCALE: ill= 1'-0" VVML ' / SECTION VIEW "D" SECTION VIEW "E" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 0., SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED ) NAILED SECTION D-D SCALE: 1" = 1'_0" I 3/4 PLYWOOD 314" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 112" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED— i NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: i" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 3.1 m ;4 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) C L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER —/ FOR DRYWALL SPACING H E SECTION VIEW SCALE: i" = 1'-0" SCALE: 1" = 1'-0" Or / F 2x4 ST( 2x4 NOTE: 2x8 DRYWALL STOP NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 4" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO (LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND > TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING IRISR L3� VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ��rarerrrrrrg s .......... X;1� tt A � tt � �b � •L da » ; v { -, I_ dk ` C) 6 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 9'- Q cc N p0�p0 N # ci C',O p� ON N M N cfl J 000 LL J LL LL J d a N C',LU �miL U. ' y aair Z �cnrn m.2 o 6 W o m o m W W m oN 2 E c c B o a Z & IL �@ N p N ;zcn z E2� Lo V 0 J 6U ❑❑❑ Immiffiffill W CD � z o z � M a E3 z2 v � LL _ Y w �- o � n OW V) N^ � E C o ` V = o _ C)23 Fri rn w '— m E 8 I _ 0 U o ®0 o w Mm C',O J z < LL Q a zo o O >N < N E o W 2 0 OO O E KO oQ wz -z N o 6 �w a? L RS U) 0 U w O ro O o � Z f� J m ¢� Q W �Z a° won U S ao NW �- oLL r3 O Ld C7 > O CC, v za a °3 �N 0 = >Lo L m rn m Al W � .! M LL CD C L /1 0co (� cc 2 o LO N N = O r cM N 04 r o Z T E Q ti z @ a Eo v _j v w Q o c c JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. ST 1 I T--T- -1 3 LO x m LO N N 0 J to re LO N LO N CY Qi CD C) J co M 0 i i 0 49 tz Q 0 v O- E H ai E 0 x C 3 i 0 y U v C) y ZO CL E 0 O 0 J cZ N LO 0 0 CL 0 0 0 0 m 0 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( ( UNACCEPTABLE INSTALLTION MAX• 8" TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5 REBAR (TYP,} ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 x4 P.T. 3/16" 0 X 3" LONG FURRING " " FURRING 2 3-1/4" LONG X 3/16"� FURRING TAPCONS O ROWS 3/16 x 3-1/2 REBAR ` 6" O.C. EDGES AND 10 O.C. 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4"L1_1X8 (TYP,) (T BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 �211 DETAIL 1x8 w! (2) ROWS 8d NALS �� 3 DETAIL TD. 90° HOOK (TYP.) STD. 90' ` /� 2xBAND JOIST w/FACE NAIL 10d TOP & JOIST CHORD, AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL BOTH OCELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL APPROVAL FOR CONN. 1x4 NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN TO PRODUCT OF TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM BAND JOIST TYPICAL APPROVAL FOR CONIC 2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH -1APCON 16" O.C. & FURRIN @ END w/ MIN. 2°EDGE DIST. 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ ' +2„ NOTC @ FIRST COURSE SIMPSON HGAM1OKTA @ 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 I ` INTO BAND JOIST & (4) 1/4"x2 3/4" STAGGERED @ 12" O.C. 3-1 /4" DETAIL 2x DETAIL 2 1 /4" DETAIL NOTCH WEB AT THE ' +5^ FIRST 2 COURSES ` TITEN INTO K.O. BLOCK AIT L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FOUNDATONPL AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS FILL 15c4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX ;. SOLID W/GROUT r 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS a BLOCK HEADER ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS w 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 CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 11/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ; - ..� . FACE OF ARCH W/ (3)1 Od NAILS BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN �' ..� . � ' CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBA. INTO ARCH BLKG. PER ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6 FOR OVERHANGS BETWEEN 3/4" T01 1/2" 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. OTE: FOROVER NHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2} 10d NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ „ X OV FRyq TO TRUSS TOP CHORD MIN. 4 EMBEDMENT AT 16 O.C. N + GFNOT 1 r_ou 5r-On J SCALE: N.T.S. SS 12 + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE i + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED „ EMBEDMENT INTO K.) /4 MAX 2'4" 8° PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° a. .: o BAR �D p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + • P b ° :'" 4: C 10„ CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®s °► • 9 K IN TOP o a ° ' , ' KNOCKOUT / is 8d NAILS EACH TRUSS o a .' ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s � CONNECTOR �® INNSIZE = !_ i I' d MONO FOOTING (3) AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL > ° • °. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT z TO BE INSTALLED 00, g 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL A. "rSOTANDARD o SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT, (MATCH TRUSS DEPTH SEE ELEVATION P HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'Y," 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") .: • s �, • �� :. �� INSTALL WDW, SCREW ------"' CREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ' •' ` �', �� ' , f s• , , , ANCHOR INTO ARCH BLKG. THRU OSB INTO 2x $ O.C. ,; �• PER INSTALLATION DETAILS B_B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. 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"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)1Od 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) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL EVERY OTHER ( COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & ` � U) g FILL CELL FULL HEIGHT W! OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE ° p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL c u p w a A REINFORCING AS FOLLOWS: SEALANT a 1 PLACE LOWER HALF F MORTAR IN BED JOINT. DON T FURROW. OF MORTAR 0 ---- — p' Q —� #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° �- � � EXISTING FOOTING (2) #5x6' IN CONC. REINFORCING F OVER PANEL WITH UPPER HALF 0 MORTAR BED AND TROWEL - co - REINFORCING PANEL ° ' I I�=III—� 4 U cn FILLED CELL SMOOTH. DO NO FURROW. —III=71 fill DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE III=I I� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° N rr REMAIN FREE OF MORTAR. NOTE: z_ \ ` _ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 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 EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N,T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 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 = V-0' FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Iseeasc C") 0. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F oeeQ�•• 0 N c0 V 0 M C", C. LL �jLLN u LL °' z¢ornm } �LL LU d d 2 C y 0 0 m m 0 1 W W ra o � co 2 E T m B o a LL 0) 9 N O NQMZ x 0 to 0 J z < �0 U ❑1711❑ W N O � gN � N M c o � �- � — v' LLi CL ® V a O v) N CI!, o ZD 4 M r o c) m ml.,. r— ` e 0 S �, O in 0 r_ a W M o3 Z z � � E zo zo z I;. ® w god O E .0 X U 10 az j o 04 i ¢o ¢o aZ �w (q (n C _ � Oy U Nm m� O O� Z J ¢w to N < o< z 0 3 a tiF <� 0, �a Iz o CC) cl z¢ a 00� 0 CV _ > (� L 6 m ^1 W � C'7 .! CD '- ^ C L O n O I..rV �I/ m ca LO r, Q .�>1N r Lo n LO CN P r E E y 'c N r o cc z M E E O N z `m d E U J Q J JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. SS 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. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH U 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. ----\ A I . SEE ROOF PLAN SHEATHING fi 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -r-- 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. ➢A TRUSS USSES (2) 12D NAILS —i AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS #2 SPF 48" O.C. W/ (4) CENTERED AT 10d TOP & BOTTOM SPLIT TO TIE OR SIMPSON H2.5A w/ BEAMS TOGETHER (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) SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE:NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYP I C 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 BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE:NTS L.SEE PLAN I. 3IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) FOR CANT. Od INTO BEAM - SEE 2001` PLAN FOR MORE NFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. A �—1 A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM � SIMPSON LUS26 w/ (8) 10d NAILS AT 8'-0" MAX WOOD TRUSS •iC �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE NOR P &N FOR INDICATED 10d TYP. NAILS U.N.O. 2X10 #2 SYP CONT. LEDGER w/ 3 () WITH LOCATIONVERIFY AND AN FOR 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH IF PARALLEL SEE 2/D2 FOR T & B CHORD OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BSTEEL EARING SUPPORT o. ° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @ INTERIOR BEARING ° 511 PLAN FOR MORE INFO SCALE:NTS 3 SCALE:NTS COMMON B M . ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL dN AT TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER OILS 4O INFO.EY SP2 w/ (12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. EXTERIOR SHEATHING ATTACHED PER INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON IrNAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SCHEDULE PLATE MORE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ jjkVARIES SEE PLAN FOR WALL LOCATION 2x4 BA E PLATE W/ 1/2" PLYWOOD NAILS @ 16"O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILSIMPSON TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ S6"' O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS y 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED ( BELOW @ 16" O.C. xx STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL 13; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @FLOOR FOR CONNECTION UF. MANSPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE:NTS DETAILS & SECTIONS tceat� =0 .. ffilp 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1* - 4 E N amp �8 O V N # O O m C� c' c a) to J + ® 2 m ILL N LL LL a � c' w vS a w a � z ��rn o tea) Imo C N �p m W LL Z �E�w rn g N o NQMz ��pa U0J z ° 0 ❑off w � z o � N z � z � Q � N, � z o v, u_ T �U cfj W O � n _ 0 V E o � _ � v m w r— m E O 1�.. S ai I c � tffil of C J w z M ¢ o 3 Z J U- Q E O zo o� > o z® ca U f C — E N �o X U a ox� <WQ Qo a z w It ¢o �w r4 Vi C � z =, ISz y m� O O r J m Q W U) �, N o¢ ° Z z 5z Q WLL as a nw = az =3 o ;o z65 a ° 3 C � N .L = > Lo � L rn E ^' W � c� (M M> CD � r Q L O a. CL m coC� 0 O o CV J r N = r E w N T O @ Z E O E 2 w CID a 0 - ¢ 0 JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. D 1 I r F— --F-1,--T-I1: _, i 1 111 I : 1,. 111 h Li 11 IIJ..l ,. 3 = m r- LO N L C d x Q J to M I N m u7 L0 N L a 0 0 J LO to I 0 ,o rT -L 3 a 0 0 Ca C 0 Cn 0 LZ 0 U v U 0 a 0 0 U -0 W LZ (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USESP6 FOR 2x6 WALL, USE SP8 (USE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL ABELOW AND ALT. CONNECTION. 2x CRIPPLES 16 @" O.C. (2) 2x SPF TOP PLATE 2 FL S MASONRY BLOCKING INFO O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR & 8d :° BLOCKING NAILS T/B FLANGE / / ° 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS `10 © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SURFACE OA 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ 6 ( ) 10d x 1 1/2" CLIP EACH SIDE SEE PLAN •• OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTAw/:::: x 1 1/2" CLIP IS TO BE END OF 3ER •' • • CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END HEADMIN SE Q/S4 FOR �Q'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING LSTA30 w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED - SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSFLOOR I -JOIST SEE PLAN PACK w/10d NAILS DECK BELOW. IF WOOD WALL IS BELOW USE 2 (} WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8 o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24 WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR 10d x 1 1/2" USE SP6 FOR A SIMPSON SP4 w/6 JAMB STUD () ( O SIMPSON SP2 w/ (12 ) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN oo °o I,o OF CRIPPLES IF LONGER THAN 8" P. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 @ NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS ° INTERIOR HEADER NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G 2 2x HEADER () (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B '� SIMPSON SP6 w/ 6 10d x ( ) SIMPSON SP4 w/ 6 10d x 1 1/2" USE PRE-ENGINEERED O O ( C B B C W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF 2 2 x #2 () 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 --"�--SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER > JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE g INTERIOR HEADER 2x4#2SPFSTUDS G TYPICA BLO K WALL L C PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8" BOX HEADER SEE PLAN EXTERIOR HEADERS E F TYP F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE 2 4 P.T. OPENING LARGER THAN 4 ft 2x SILL PLATE 10d NAILS & (4) 1/4"x2 1/4" NAILS WRAPPED UP AND 2x CRIPPLES 16" O.C. x (2) D BASE PLATE W/ SIMPSON LS30 w/ 10d 1 1/2" EACH SIDE TAPCONS OVER TOP PLATE @ w/ SIMPSON (6) x PROVIDE BLOCKING SP2 w/ (12) 10d NAILS AT 6" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS H UDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS e ° ° TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ° •' *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS HEADER CONN. aC� 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ° o o ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. • TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B ° THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. �� 2x4T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x tiljN Op TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPE NING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET r8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4 PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'' W/3201Cd NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 �0 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. ems,'>(*���..\ ... y-�,(�•fB s..//�. +• •`•••��� ^J ;fir � C) Uj • • �y tt co To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Qco U3 8 o00 r N (col N # W LL O a) co N J # LL LL 0. �cLL aaz �y mo rr M O m '0 i Z IL 0,Eorn M o a _ z N Q Z °� U 0 J oo❑ > _ W M (D /Il M N z _ z o Q J M d U) M z � o �Q) Q) LL Vi 0w o o Q U w o �N � U °' w rn E — o g I U 3 Cl) • 00 c Q 0 sin Q0 c J W M z ZZco Z J E ECU o m o z© 0 CU C O N R Ott < z 00 �U U4 Ww N o G �� L w ❑ 0 Y m a ) J Nm aw �z Cn d a" o¢ Z a0 nowa 0z U wLL k CD d z ¢ a UU N 04 = L L � m W .! 00 CO 6L > T .-,. Q C O m T 2 c d. LO 0 J C) N I r M Em w rn N �— .. o z T' 0 i6 N Z ro FL E 0 _j a o JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. r ' '^ WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NO' BOTTO Gr nrJr_ SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 AND FBCR 703.7.3 Detail Instructions Refer to the number marked as ## in each detail that corresponds to the numbered items in the list 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 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING la WEATHER RESISTIVE BARRIER C�Z�ZsyT3�lilcTd�1 ] �>• W Lei - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) E AM SELF-ADHEF T-4" PER PLAN T-0" PER PLAN SHOWER SEAT Q SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING Z Z LU LU PLASTER STOP - � I rn j W CONTINUOUS BACKER - Lu ROD & SEALANT W W LU w � ° A E0 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm), Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a Q water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER -am that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RELEASEADHESIVE AS SHOWN) HO NOSE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 6TER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3, In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. FRAMING SHEATHING ANE WRB WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede orsim. caulk for all 0 CV O CV U-3 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 00 N (p pp N_ Xk M N N c1 ,—a) Zo N LL *� ! ®S.i A co .2 M -p -, ik W a% Q Z r/i " N m LL W N W 0 , O yarn m o <r .0 0 m J W W _CO C I6 O r E°'O' C Q ❑ a. LLZ ,It <MZ N 0 ❑ z OU U H ❑❑❑ W 0, R ;: a _ � N O � � Q J (7 H M z �N C/ Y w � U � a O N I(AV) N ° w h E o N (U�o U W E o g Qi.. el = v o Li,�Q Q o 40 o w Mz M o Zz c E o 6LL z Q O U o z© oa Uw OU rd E T U a=3� � a CV L ao 4❑ az � . rE co C - C .o m o o °E >z Z cn _co wm �� ¢w a 3 ;� S< LL g° az � w 3 o Er O H � aF 3 >o CO a �N .o = e > Lo � L ai M .N! (.0 LL C) o m o (O r a LO 0 OO J N = r C'7 � > (O N r o z E E O y � z @ a E U � Q p JOB NO : 20-3567 SCALE : AS NOTED SHEET NO. W P x9aw9wel' TM Mouill Br kith s (18 G ;e). I 7 4--1 /'2" x 4-112" x 2 -12' 0 go b fm 10 ' SKk Cross Ripport (May be cut tD W) Im Anchor Sdxtlule 11 Might ffracket (1,6 Gauge) Bolts 1 f2o Dior. A325 Ga Iv. {Tyr,) 0 .71 :- "r*.. #14 1fLI�iirilltr>,g . Screv%t 1 0-5l9" • A/C Vinit i°kat m Edge Hurrl neStrap (Typical: 3 In front Washers Front Cross Support Self -I tkirrq Nuts (May be cut: to W) Left BCat Cat b G8Ut #1 Self-Carlllit9 Ur Thru Srackeu & Back kC Support Baum � Cross S Pp rt Irlt� �(ir�I Ur'!tI . c>tt _ rn Side (Typical- 3 each skle for hurricane use) : INSTALLATION INfORMATION *,L4r: i4sbai6bu telaltru d fir a wilt. � Nuvrw: Ally :tom �& �c it t�rs,1c '�PPi Florida Department of Business & Professional Regulation Page 1 02 Building Codes and Standards 3/28/2018 Product Approval Application Detail code Entity or Date Date Date Pendlna We TVI)e Version Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/122017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfcoestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida f61 ' Professional Engineer fa st ,R; .ad :' Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Made]. Number or Name Product DescriDtIon Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; Aluminum 5V Crimp Min 0.032&quot; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quota Plywood -108.5PSF 2 0.032&quok Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&quot; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap i&quot; Gulf Snap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&quot; Plywood 4 1&quok 24ga. VersaLoc 1&quot; VersaLoc 24ga 16.5&quot; Wide Roof Panel 04/122024 Yes Yes N/A -WA/ over 15/3.2&quot; Plywood -138.5PSF 5 1&quot; VersaLoc .032&qud; Aluminum 1&quot; VersaLoc min .032&quot; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&quot; 24ga. Gulf Snap 1.5&quota Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&qud; 24ga. VersaLoc 1.5&quot; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&qud; MegaLoc 18&qud; wide Roof 04/122024 No Yes N/A +NIA/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot Wide over 15/32&quot; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +NIA/-93.5PSF over 1x4 Wood Pudins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/Al 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -15&5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel over 1x4 Wood 04/122024 No Yes NIA +N/A/ 15/32& uot' Plywood Purlins over Yw q -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +NIA/ 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quota Wide Roof Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15/32&quota Plywood 17 26 Ga. GulfPSR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 041122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 3/28/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Desl n Sea # Product Model, Number or Name Product Descriollon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuItPBR Min 26 Oa. GuItPBR Roof Panel over 1x4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot Plywood -151.7PSF 19 26 Ga. GuItPBR Min 26 Ga. GuItPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuItPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/Al 15/32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes NIA +N/A/ 15/32&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/12/2024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/Al -146.OPSF 27 29 Ga. GUIfRIb Min 29 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/AI 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRlb Min 29 Ga. GulfRib over 7116&quot; O.S.B. 04/12/2024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL #: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Data To: ALL Coe Entity or Date Date Date Pendina Date LM Version Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Smart Vent Products, Inc. Michael Graham Hermes F. Norero P.E. Locke Bowden P.E. 08/17/2018 08/172018 08232018 10/08/2018 Approved Category: Structural Components (877) 441-8368 PE-73778 (334) 300-1800 SubCategory: Products Introduced as a Result of info@smarlvent.ccm New Technology Compliance Method: Evaluation Report from a Flodda Registered Architect or a Licensed Florida Professional Engineer PL#b82?-R7Ptvducts ... .';' ; :. '.; ;;"y ,,; '., , Quality Assurance Approved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date In HYNL Outside HVHZ Resistant Pressure 1 SmartVent Model #1540.510 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +1001-100 2 SmartVent Model #1540-511 Dual Function Flood and Ventilation Vent 12/312020 Yes Yes N/A +100/-100 3 SmartVent Model #1540-520 Insulated Flood Vent 12/31/2020 Yes Yes N/A +1001-100 4 SmartVent Model #1540-521 insulated Flood Vent 12/312020 Yes Yes N/A +1001-100 5 SmartVent Model #1540-524 16&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A NIA 6 SmartVent Model #1540-570 Wood Wall Insulated Flood Vent 12/312020 Yes Yes N/A +100/-100 7 SmartVent Model #1540-574 14.5&qud; Garage Door Flood Vent 12/312020 Yes Yes N/A N/A z 1 � `Y IJSP Cnrs>tsnrtnrxs � _ � r `rw' -'+G:- .�trili)�'Ofl �'ti7lit$4:�T$' ��*'. c �" �i u +c1r' �r FI� F' `c >� bdUCt sr ... FL17244.1 __,_-__. FL17232.3 F J� f f x l (� ^. �t c � 8.. `� . ,r 3 ,' ,. fyw e., ,.., ,.... . ESR-3455 ESR-3445 _ __.. --- --. 54 r y ,1 ._. ,.�. .r,,`$ 12/31/2020 12l3l/2020 h .1'r� ar � � t „ nn ...,,. �., .. ,°�. A23 HU210-2 '� ',T L s � �, � ..7 � }� 3x ... .......ea^f.v., s. .... .. ..Ye FL10446.2 FL10856.4 5" $ x �,� b ova- 7 ' T 3 A Q� j .,. a-_r .1 .,�:..... -,.. A1s .. ESR-2606 ESR-2549 eY , w ' l? 12/31/2020 ...... ................. 12/31/2020 A3 HD210-2 _..--.. HD212 2 1`07232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12(31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 -. HD410 HD412 FL17232.4 FL17232.4 - ESR 3445 -- ESR-3_445 12/31/2020 .... ..........- 12/31/2020 HU410 HU412 FL10856.9 FL10856.9 ESR-2549 ESR-2549 12/3l/2020 .._ .. - 12/31/2020 _ HD610 - FL1723i.4 - - .. ' ESR-3445 12/31/2020 HU610 FL10856.10 ESR-2549 12/31/2020 --- - ---- ----- - HD0410 .-- .------ - ---- FL17241.7 241.7 ----------- -- - ---- - _ _ESR-3444 ------ 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 1213112020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 _ _ _ _ - Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 -.------- HTW16 --FL17324_2 FL17_244.8 ------ -- - _ ESR-3455 _. 12/31/2020 HTS16 FL10456.22 ESR-2613 12/31/2020 .---- ----- HTW20 _ FL17244.8 - _ - ESR-3456 _..._._. - - 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210-2 _ - ....... HUS212-2-__...-...._.__... HUS26 FL17232.6 FL17232.6 FL17232.6 ESR-3445 ESR-3445 __ .......-......_._ ---.-- - ESR-3445.......... .............._ . __.-... 12/31/2020 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/2020 ... 12/31/2020 ....I.. .............. 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 171-17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 -- _...-._ __ ._..... JUS26 2 FL17232.11 _ _ ._-..__,_ _ FL17232.11_ ESR-3445 _.- _..... - _ ......- _....- ESR-3445 12/31/2020 _ - _.......-..... 12l31/2020 LUS26 LUS26-2 FL10655.111 FL10655.112 ESR-2549 ESR-2549 12131/2020 12/31/2020 -- ------ _ --- ----JUS28--..-._ _. _--FL17232.11 -- _-12131/2020... --------------- ESR-3445 - _...._. LUS28 FL10655.113 ESR-2549 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/31/2020 LST_A24 FL17244.18 ESR-3455 12/31/2020 LSTA24 FL10852.4 ESR-2105 12/31/2020 ---- - - - -- LSTA30-------" _ - ......... LSTA36 LTS19 -- - FL17244.18 - -- _ FL17244.18 FL17219.2 --- - --- ESR-3455_._..-...._..._._............__--. ESR-3455 - ER-0200 -12/31/2020 _ _ 12/31/2020 12/31/2020 LSTA30 LSTA36 LTT19 FL10852.4 FL10852.5 FL11496.3 ESR-2105 ESR-2105 ER-130 12/31/2020 ----- -- ----- 12/31/2020 -... _.......... 12/3112020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 LTTI31 FL17219.2 ER-0200 12/31/2020 1 LTT131 FL11496.3 ER 130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 ......_ MP34 MP4F .............. MP5 _ _.-..--MPH3516 FL1724423 FL17244.24 FL17244.22 FL17240.3 ESR-3455 ---..._,_, ESR-3455 _._..__. ESR-3455 ESR-3447 _ 12/31/2020 ............... 12/31/2020 12/31/2020 ...... _ .....-........ 12/31/2020 A34 LTP4 LS50 WM1416 FL10446.3 FL10446.19 FL10446.16 FL10667.86 ESR-2606 ESR-2606 ESR-2606 ESR-2615 12/31/2020 .....- -.... 12/31/2020 ...._. .. ..._.......- 12/31/2020 ...-.-.-..--- 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 1744.1 FL 7244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-205 1 12/31/2020 MSTC40 MSTC52 FL17244.26 FL17244.26 ESR-3455 ESR-3455 12/31/2020 12/31/2020 MSTC40 MSTC52 FL10852A1 FL10852A1 ESR-2105 ESR-2105 12/31/202.....----'-----1 12/31/2020 ---'--.---- - . -----MTW12 - ----FL17244.8- ---- _.-._...___.-_....._.-.___. ESR-_3455--- -..----'--`.-.....-.. 12/31/2020 MTS12 FL1045&33 ESR-2613 12/31/2020 _...-_MTW16------ --�----FLi7244.8----_----__-- ESR-3455--_-_----- 12/31/2020 MTS16 FL10456.34 ESR-2613 12/31/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12131/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 1 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12(31/2020 ...-----'-----._.... PAU66 ........ ..__-.-..___._._.--,�._.__.-_..................._.......................-.-----------._-...__...---- PHD2A .....---.1--..._.-_.. _.PHXU3516 .---...--..---,---- --' FL17239.13 FL17219.3 FL17241.20 -------...------------------'- ESR-3449 --.--__-....-._._..._..._._..._...,......__-.--'---_.------.----_...._...._. ER-0200 ..... - - ,- ESR-3444 -------'--......__. 12/31/2020 ___._..--..........-_ 12/31/2020 .........-...,. 12/31/2020 GLTV3.516 FGTR CS16 FL10667.8 FL11473.2 FL10852.1 ESR-2615 SIM200802 ESR-2105 12/31/2020 - ...................-.... -... . 12/31/2020 _.. - _........._.. 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 IRS 150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2613 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 T R 4 RT5 ............. F 17236.3 L FL17236.3 - ESR 3448 _ESR-3448 - - ESR-3448 - - - 12/31/2020 12/311 "- ' -12/31/2020 H5 H2.5 H2.5A 1 56.15 FL 04 FL10456.11 FL10456.12 ESR-2613 ESR-2613 ESR-2613 12131/2020 12/31/2020 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12131/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 SPT8 SPTH4 FL172_44.32 _ FL17244.32 ___ _ESR-3_455 --- ------ .. ..._....------ ESR-3455 12/31/2020 - ... 12/31/2020 SPH4 SPH6 FL10456.46 FL10456.47 ESR-2613 ESR-2613 12/31/2020 - -... - -- 12/31/2020 ------.-... _.._... ---- --------------- SPTH 6 5PTH8 ---------------------- FL17244.32 FL17244.32 ---- ---- - ESR 3455 ESR-3455 131 2020 2/ / 12/31/2020 5 H8 P U24 FL10456.48 FL10655.141 ESR-2613 ESR-2549 12/31/2020 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS282 FL10655.3 ESR-2549 12/31/2020 TH028 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/3l/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12131/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 THDH414 -.._..... - UGTS3F .I...........1... UPHDB FL17232.16 FL17232.17 .. FL2033.1 FL17219.5 ESR-3445 ESR--3445 .. ... ................... - P_.--.- - --.- ... Evaluation Report .... .......... ..........._.- _........ ER-0200 12/31/2020 12/31/2020 ... _..-........... 12/31/2020 --.....I......._. 12/31/2020 MSTAM24 MSTAM36 MSTCM40 HHETA20 FL11473.19 FL11473.19 FL11473.19 FL11473.9 SIM200802 SIM200802 SIM200802 SIM200802 12/31/2020 12/31/2020 ........._.- 12131/2020 ....... .................. 12/31/2020 - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - - - LGUM26-2 FL11473.12 SIM200802 12/31/2020 ECIFICATI N HEET PR D CT APPROVAL SP O S 2 O U l018 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 below if thev will be utilized on the construction oroiect for which you are applvinq for a Cate gory/Subcategory gory/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru - Firber Classic and Smooth -Star (NON -IMPACT) FL20461.1 + 67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL16225.6 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products pay ng Residential WindCode Doors W5 8X7 ( ) F 152 9.37 L 7 30.0/�2.0 psf p 5/21I2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FI-243.9 4/30/2020 D. MULLION MI Windows and Doors Series 6764 FL15353.2 N/A 12/31/2020 PGT Series 5500 F1 261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL -. -- - - -- _ __ . _ ____ . _------_ J--ames Hardie Building Prod. - ---_ - _ ---- _.-_-_ _ ---- _ . __ _____._ __ Cemplank Lap Siding and HardiePlank Lap Siding _ _---. - - --- _ _ ------- FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soft FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 F1 21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL784927 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfi-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass I Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart _ _-... -R--_ _.W_.__. ANCHOS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 6/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 E. INSULATION FORM SYSTEMS Carpenter Co. rene Expanded Polystyrene Block T p y y Type FL14281-R2 N/A 4/11/2022 F. FLOOD VENT Smart Vent Products Inc. !Dual Function Flood and Ventilation Vent FL5822 R7 N/A 12/31/2020 ;. ._-.. _._..._ t oval at an review. I understand that at the time of inspection of these products, the followin The products fisted below did hot demonstrate product approval plan p p g --- __.. information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) 4-0 (D (D cn ` O Cll -6-0 U O O- C O O O = Q CU -0 i 12- .Eb U a � N C = CZ O CZ Fn O C � O - Co 0O- O co %, O CZ > .� - (D cn L- O - Q � I - a Z W J -^�) W N W CIO 0 CDL CL U O 0- W C M m L- W C 2 Q n , Z J Z Q J a_ ►j --- -- � - - - - I :.I 1 11 ::l l Li I lIH1 Ill.'-111 li l�61P IYE"V 'A :.19all A"Ll liL-"J" SHEET NO. PA 1.0. Florida Department or Business & professional Regulation Ng.l d 8. Florida Department of Business & Professional Regulation PageB.f s Building Codes and Standards 12Y1212018 Building Codes and Standards 121122018 Product Approval Application Detail Product Approval Application Detail Q9.01 F.0$lt1(yl gnats 291 Date. Pendlna f),;(q Code Entity or 291 261tq Date Pendlno 2a I= version Menuheturer e.mact Enoinaer&cleanse ValldekedBv y.lmatadsubmitted FBCAoarovel $pproee2 ,fig Twa Version Manufacturer Contact Enolneer&License Velldrdedav Valldated eubminetl FBCA—ml Aooroved Stawa Revision 2017 Thenna-Tru Corporation Rick Wright Lyndon F. Schmidt. P.E. Ryan J. King, P.E. 10/16n017 07/122017 10H82017 12/122017 Approved Revision 2017 ThermaTru Corporation Rick Wight Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12(132017 12/132017 12212017 021132018 Approved Category: Exterior Doors (419)298.1740 PE-43409 (013)767-6555 Category: Exterior Doors (419)298.1741 PE-03409 (813)767-6555 Subcategory: SvAnging Exterior Door Assemblies rickw(Mrvllldgtonsurtants. Subcategory SMnging Exterior Door Assemblies rickw@wUldgconsultads. Compliance Method: Evaluation Report from a Co. Compliance Method: Evaluation Report from a Co. Florida Registered Architect or a Licensed Florida a n Florida Registered ArohBed ore Licensed Florida Professional Engineer .•,. Professional Engineer F1i20415IR2Produete .. - „: - •, FLAW481-R3 Produda OualtWAasu c oorove Ad for Use Asprowdfor Uae Impact 1ts31gn Quality As aunnce Aooroved Pon Us, Aooroved for Uae Ira pact Daalon Seca Product Model. Number wName Product Description Contract ExolratlonDate In HVHZ Ourslda HVHZ Resistant Pressure Ste! Product Motlal. Number or Name Product Description Contrast Exarklon Data in HVHZ Ouhlde HVHZ Resistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal UM9;8 &quotNon-Impact&quol; Opaque 12/312020 NO Yes No WA 1 a. ThermaTm Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quo1Non4mpact&quol; Opaque 12/31QD21 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Strgle Door QnswingrgdsvAng, X configuration) pnsWng/Qutswlrg X Configuration) 6 enna erC asslc and Smooth -Star Nominal W939;0 uol on-Impact&quol; Opaque 1213 2020 No Yes No N/A6 f. Thenmaodh-Ster 7ru Fiber -Classic and Sm Nominal Olki 0 &quoINOn-Impact&soot; Opaque 12/31/2021 No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Dow (Inswln tilA ; X confi uretlon) pnsilng/WsWrig; X configuration) 9 I. The—Tru Fber-Clesak and Smooth -Star Nominal 6&f139;8 &querNorrlmpad&shot; Glazed 12/312020 No Yes No WA 9 I. Th—Tru FberClassic and Smooth -Star Nominal 6&r39;8 &quotNon-Impact&quol; Glared 1213lrMl No Yes No WA Composite Edge Fiberglass Single Door Composite Edge Fiberglass Single Door Onslvmg/Outswirg; X configuration) Inswin /Oulswi ;%corm mllon 14 n. TharmaTly Flber-Classic and Smootto-Sla Nominal 8&a'39A &quotNon-Impact&quol; Glazed /2W2020 No Yes No N/A 14 n. same e - ss c a.. moo - a o nor ur o rape e Composite Edge Fiberglass SIn91e'Dor o es Composite ElgeFiberglass Singl4 Dow .._...!III_, (Inswing/Outswina: X coMguration) Florida Department of Business & Professional Regulation Paget oft Building Codes and Standards 12012020 Product Approval Application Detail "W32-R5 Product Quality Assurwnce Aooroved for Use ADmoyal for use Imager Design Sao* Product Model. Number or Name Product Deswlmlon Corri Exolratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SGD.OXO 12/31/2020 No Yes No N/A 145-3/4&quot;x80&quot; NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312020 No Yes No WA 96&quot;x80&qud; NON -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No WA 145-314&quo;x96&quo; 4 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No N/A XO, XX 96&quo;x96&quot; 5 SERIES 420ALUMINU M SGIDREINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312020 No Yes No WA 143&quo;x96&watt; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dertall Page I of I 1=18 FLe11537R7 SaW Enter or lean )tut aim 21k 11= vW1ffi Mmufactuw iaffihY Engraver & License V Udebd IN VaNdisiod Muslim FDIC mI Approved ahaa Revision 2017 CURRIES DMlalan of AADG, Inc Demo Gave UL LUC Ted Semen, PE 11r302017 1=841017 11105=17 Approval Cabs": Exterter Doom (641) 4W2844 (305) 868-4707 eubCabpay: Exterior Door Components deve.dedic@SsaSbloy.w CompWnce Method: CsmMafbn Mark Or Us" an FAM1537Rr ProMb damps Apmoved forU, ADDroved1rr Use IMRO DOW AK# Proellest Model. Number ar Name Product piressiodon In HVHZ oubside HYM Hoa4ro Pressure, 1 W7, 707, 727, 747, and 947 Single and Fein of Doss Flush, Glazed, and Lowered single and pain of 12/312025 Yea Yes Yes WA hollow metal down. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pena 2 of 2 tnono2o Florida Department of Business & Professional Regulation Fags, w+ Building Codes and Standards rrzo,e Product Approval Application Detail FL#MD4tB o2da m 2W Ivma VWW- lhplmtsahln[ Enafossillmaa V Ndmbd By YNktYd EWmead l34.Aeolroya1 Approxffi ESvmla Revision 2017 Therme-Inu Corporation Rick Wright Lyndon F. SchmWL P.E. Ryan J. Klrg, P.E. 101182017 1011SM17 1022=7 12J122017 Approved Coleslaw. Exiarl" Doom (4/9)296.1740 PE-43409 (813)767.6555 sNhCabaoY: Swinging Exterior D"Aeeambifee Kdkw®nwbWpcensufisnts, CompliNrne Method; Ewlaalon Rportaom A corn Florida RaaNired Archfted or a Licenew FWAS Professional Engineer FW6404111111 entailed, 9udkANulm Amramedfor Use Am®(adfor Use haRed Ikdm aa0-a product Model. Nunbor or Now Product Decollation Conked Expiration pop In HVHZ Outside HVHZ Resistant p� 1 a. &qua;lFberCla.ab6quot, &qua%SmoOt Smr&quo;, 6W9;8 &quotanped&quo; Glazed Fiberglass 12/31=1 No Yea Yes WA 8quotClarokCmB&quot or&quot;ClaesIOCmt Single Door- QO Inswing or Outselling Cardoura6on Rcetlo&qud; FLf131t2R6 990 7vat ICeaen MmLdhomw Review 2017 Jeers Handle Budding Products, arc. caagary: Panel Wake SubCatepa ry: Siting CompVb Method: Ewlual Report from 9 Florida Registered ArdrNsct or a Licensed Florida Professional Engineer 811111"" Re Prorkrb Rat Product MOM, Nermiliff or Nam 2 Hardislolank Lap SMbg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fall Iiawls Ste Enter or 20 am Dab pwwhm go Iypa Vemlan Musufallawair Contest EDaIB!!C.&.Ltp V.Ndmw By YJtelabd EmbmKtbd FICApataW Approved AMR Revision 2D17 Therms-Tm Corpoaton Rick Wrght NstioMl AocrwNalbn & Ryan J. KnI P.E. 12120/2017 0921/2017 12222017 Approved Calepry: Exterior Doom (410) 296-1740 Management lmaute (813) 767-6565 subcategory: Swlrgbg Exterior poor Assembler dolnvanvbkl9ooMlamnd. ComplWres Mambod: Certification Mark or Luting war s Quality Assaariance Approved for Use Age llmnd Deal■ Ida Prodrrt laprlN. Naanserr Nam. is.HvHZ o1 Z j F- 1 a. &quakclusbCra6&quot and &quol;BenMmark by SIB and W opaque and Glazed Fiberglass Door with 12 312021 No Yes No WA Theme-Tru&quot and wiglorat Skloaet, irewkg and Outswlrg Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval AppNcation DetiYl Peg. I w 1 115WI. FLSI5225-PA Sark Enter lee 20 Dab Pending Was Iyas version W.MbCbm canted EmbfR.&J,LeW! vaNdebd By Yaks Elm F&C A,,(WW Apaalad $1ffia Revtsian 2017 Themal Corporation Rick Wright Neal ACGadbWn & Ryan J. King, P.E. 12202017 00212017 1222/M17 Approved Category: Exterior Doom (419) 298-1740 Management Insaute (813) 787-6b65 Bobcats": Swinging Exbrlor DowAseemblNe ddrw®rwbldgwnardmnb. Compliance MWM d: Cer88atlm Mark or Llaag oom 9WecAalerarred Armsmffifor UN Approved for led lmom D W- affii MOM mm Produal Dowdokbn 220bstxmgmugnao In HVHZ OutsideIOBiZ NaAWAm Pmulle 8 e. 8quot;Smoom-Srar&quoC and &quot;DOGIm ark by 6M and 8/0 Opaque ace Glazed FBmplae Door with 12/312021 No Yes No WA Thermo-TnrBquob and without Siftkn. IMwirg and Oumwbg Florida Department of Business & Professional Regulation page 1 oil Florida DepaMent of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regulation Page 1 or I Building Codes and Standards +/awls Building Codes and Standards trawls Building Codes and Standards 1/6/2015 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall $ jtF1.813279JR111 Satla agmor 21M 22M DabpendiDp &ah Sash Enft 21k Iek Dab pAncim DW FL=14tn Satlg linferor 2sk dais Dab PlandiM left LM V-1- jimagallim BaWgt Endhgerawastm youddwa, MOM AWMI*d FBQAm armal Approve1 Ali" LM !(mlffi IYmdalitheu famaFt EOaloeu.&.LkaDu Validated8, )NUWa EWtma d F13QAaomnl Aauend At" mm Version dalmlaeb-r carried E9aeaat&.License Validated By YLWWd gubmltbd FQQAgormal Apt Ali" Rsvlelon 2017 Dopey Building products Corollary Mark WeotsrMM Ireadek Taring I lces NIA, Gary Pfuehler 11292017 081102017 12ro52017 Approved Ravel. 2017 classy, Building Products company Maas Westerlies! Imartelr Testing Services NA, Gary Pllrehlar 11292017 06110=17 120512017 Approved Review 2017 PGT DWU*km Wan quark MIa Meals EICCO - CER MWnH)sda SOCO- VAL 12202017 1128=17 i W62017 Approved category: Exterior Doom (513) 7708062 Inc. (513) SIM511118 Catenary: Eldarbr Doom (513) T70.8062 Ina (513) 5194 M Caeyry: Exterior Doom (941) 498.01oD (786) 315-2590 Suhcalspwy: Sectional Exterior Door Assertbbs rrvaabr6da®dopay.00m Subcategory: BKOMI EXWW Door Asecmbbs mlvset~41clpery.com nubCaagW Sliding Exierlar Door Assemblies droarirQpgtiMusbiss.00m composition Weamb codification Mark or Listing compliance Me#..& CeNflptice Mark or LNtlrg compliance Ywrod: CemSatlon Mark or Listing 91a9aLAelafoe AnnmmdIlor Alm®td for ties, War lesion ILA— As Use AaDray9d for Use Impact go" F1a2514tffi Produe4 call AaM■me Amoraved forLim AogmrW for use below JdLkn Effie Prodrl Moaw. WambrrName Pam contract ENdradon CabsIn HVHZ Otdgkb HVHZ Resistant PtuWe Egad PralrtModel. NumWrr Nana g In HvHZ 4Jdirld,H NZ Resistant fmtlYti Aug ProdurlMW"umbw or Naar P.l�BIl�9tlme0 1LLI1lQJZ BaWffiI P.enNe 37 037 V46.09 PAN-2F151: 84A, 94, 73, 75, 1500,190, 78, Steel Pan (min. 25 nor.) SkgNCaa (up m WO' wide) %21=8 No Yea No -30 PSFh32 53 g53 W6.1n PAN-2F153: 8M, 94, 73, 75, 1500, 190, 4R5T, Steel Pan (min. 25 its.) Double -Car (Via to te'0' OS121P2028 No Yes No r30 PSFI40 10 3C�-5570 (Largo MWBs basted) Vinyl Skft Glen Door bNi42g21 Yes Yes Yea WA 78V, 4RST, 4RSF, MIST, SRSF, 2RST, 48, 42, 56, 411 WINDCODEW 74; W5 Garage Dow PSF RSF 4, SRST, aW, 48, 42, W, 48111DS , 428, 55S, GS, wide) WINOCODEW174; We Garage Door PSF 428, 66S, GM' GDs8V, GRIT GR6SV, ARSS, AR5SV, ED5S,ED5SV GD5SV. GR65, GRSSV. ARSS, ARSSV, EDSS, ED5SV Florida Department of Business & Professional Regulation P.ge203 Building Codes and Standards V2012020 Product Approval Application Detail FLril7tgd4t5 Products� - - _ Quality Assurance Aooroved for Use Aooroved for Use Impact Dealan Sono Product Model, Number or Nacre Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure 2 185 SH 52x72 Fin/Flange frame IG/SG angle Hung 10/08/2023 No Yes No +601-60 m a� 4141i a 290 mm Yfekn MaadeshmeL Revision 2017 PGT Industries Cellstial lMndowa SubCabpoY: Fhmad coaplianp MMhod: CeKMugon Me* or Listing F1.11124341112111 Produces Ala 9 PW-8520 (Large MIaBs Impact) Florida Department of Business & Professional Regulation Pape 1 or I Building Codes and Standards 11am18 Product Approval Application Detail Fta13e2.R5 EmeL(x oak go Bal pormgm Bak Saga carried EnaYrr iLicense Validated av validated $ FOC Amaroyal Approwd $ilea M121 Vamlffi ire PhgehwV Zhu Ronald I.Ogawa John Southard, P.E. 08252017 OSMM17 0828=17 16r102017 Approval Reviion 2017 Janes Hardie BnYdinp Products, tea (909) 349-2927 PE-24121 (354 367-25M category: Panel Wab pirwa ng.zhu■arMaMr oll.— Complispory: a a : l.ompllance elated: Evaluation Report from a Florida Registered AmhNed or a Uoenaal Florida PmNssbnal Err~ gwdkAtal■m Amaavedt(BjUSs Ala[pyffik[J!s IM= 21" Product Qlaacdollm Cooked Expiration Dab In HVHZ outside HVIHZ Resistant F1tfM¢a 5-8 Pm&mteodal.Number or afar-cemart lap aklmg 12/312020 Yes Yca WA WA 2 HombPlmk Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applkadon Detail QW EaM w ]Yes Vain jjggWgegY canted EmfO! &LiadN! VoUdMWBy Revision 2017 Clapey Building Products Company Mark lNederheld IrMrlak Testing Services NA, Gary Pbashbr Detail Exterior Dons (513) 7708082 Ina (513) 510$558 subcategory: Sectional Exterior Door Assemblies amaesterflewopey.00m ComMite Malted: CeKNlaSon Mark or LleWp FLIPIWIMR111 Products Page l Of II IFFAI. Bak RW Date pr Oltlm Ike Validated submitted FACdpa[mut Aaaayad Et" 112QW17 011111012017 12M&M17 Approved 9Wa0LA-- Aomar(fid krlhi Approved for Use doped Jesi■ AMR In HVHZ Outside Hylig: t Mtnd Pressure 85 OBS VIII PAN-2F1 W 73, 75, 941, 84, 42, 48, 42B, 488, SNIM Pan (min. 25 ga.) Single-Cr (up to VP wtle) 0521/2028 No Yes No +38 PSF/-42 4RST, BAST, Goss. GR5S, ARSE, EDBS WINDCODEW174. WB Garage Door PSF l S[Wk Ira Version IMYmIWWmt Revision 2017 Clapay Building Products Company category: Exterior Doom subCallega r: Sectional Exterior Door Assemblies compliance Msaaod: CaM6Mtlon Mark or Lb" BAUMnALEMOO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enal Canted En ahleer IL LkaDM.yaNdOW By Mark Westerfield Isis rtek Testing Savviest NA, Gary Pk*hW (513) 77"M Ina (613) 510.65M mwatNBsM@clop ly.com Pak Jag Dab plantains Die Yaativnt EnhndDed FW Appro i Appmed &Lent I I2a=17 08/IWMI7 1206=17 Approved 91ME4LAei■oa Amrmmd far Use Approved Ilor Imoaat Davin gffia Produdabecl.MunarrrNUM E dmhO S In HVHZ .WHIZ Ha Pressure 102 102 W&18 PAN-2F163: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (mm. 25 ga.) DoubkCar (97 to 107 0521/ma NO Yea No •37 PSFI-41 4RST. 6RST, GDSS, GRSS, ARSS, ED68 wide) WINDCODEda174; Vie Garage Dow PSF Florida Department of Business & Professional Regulation Page I w I Florida Department of Business & Professional Regulation Page I w l Building Codes and Standards 1/5=18 Building Codes and Standards &eatla Product Approval Application Detail Product Approval Application Dettall a F1JH5351-R7 RroMre'ts.:r-'. an*, or Bath Iek DaitPoWkM go B9JI! F.nderr' IWe Ikh BW-e:aam 211a contmi Epow■r&Ulame; yelldabd Mr )NPA*d Itwoa FW Alattyfid Approve AMR M= vmiffi r contact: Eminear Validated By VAkWW automated FNDA—Ial Aaaroved atapn Sao III Product Model. Number or Name Dean Ruark MWr&Dwe BCOO - CER MbmFDads acoo - VAL 12202017 12/062017 1226=17 Approved Revision 2017 PGT Industries Dean quark MIani-Dade 8000 -CER MI.M Dade BCOO- VAL 1212 M17 12/0812017 122512017 Appmed 1 HS 188 Fin and Fu a Frame p88) 315-2590 (786) 315-2580 1F dwa489-0fa0 arosrN�pptlndusdlea.com subcategory: Single Hung dwt) s �D compliance Mahal: Certification Mark or Lill" Quality Among Approved fat use Aproved for Use lmow 2Wm QuaW Assurance Averaged for use Aprovalfr Use lelow lefd■ Product Disearkiltion to HVHZ outside HVHZ lSWIBbatd ErroMle .sated In HVHZ oulesider Resistant P— Vinyl Fbmtl Window 04130=0 Yes Yes Yes WA 7 SH4+500 (Large Missile Impad) Vinyl Single Hung V*H W 07I302020 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page I oft Florida Deparment of Business & Professional Regulation Pap I of Building Codes and Standards 1202020 Building Codes and Standards immia Product Approval Application Detail Product Approval Application Detail ,.. . .. .. r• Quality Assuanca .. Approved for Use Aawowv dior Use . Impact .. �. ..� Dasipn PLagafRt+ B4d! Enftw ee no Dab PandIm 21k PtJN11s2.R5 20M Commn Date In HVKZ Outside HVHZ s �f8 1Ma(ffi Submitted d�Ammnl Approved it" Im Version l VeNcaerl ADluaminIumI Mullion 1220 No Yes Yes NIA Rsvlebn 2017 POT anduetila Dean Runk MIanFDpde BCCO-CER Mlena-Dedp BCCO-VAL 12/052017 11116M17 12/08J2017 Approved Revision 2017 James, Mpmb auNding Produpb, Inc Cobs": Windows (941)486a0100 (786) 315-2590 Caegory: Pahl Web SubCabapry: Musons dmark®pgtindusWu.00m subcategory: String compliance M.MW-. Canalization Mark or Listing Complierm ill~ Oakertion Report mom a Fiorillo Regsered d Ardbcl or a Liarmed Florida F1,F261RH Produab ProlssaloMl Engineer Asa Etalk Quality Asslareace On Datam Arrroved for use Aponeawl forUse lEllSoubwe10a1i hmma Deal- dim F.JaMpe I Mullions ibrAl Dona and yWrdams Aluminum MuBom Os2&2021 Yes Yes Yes WA $le a Effiro&9dhda 1 Complank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1152018 Florida Deparmwnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap l oft trawls &ift or leis Rft Date pardiM Rft raft F,ratror r go IOW 1ms.Pan.m sh canted E-h a aLBans v.Bddw ey YalhWd assimilated FEC Ameaval Aaoeaed ltvm has Ytelw VA Canted En h—ALlarms, yalkided By WildWd submitted PB4.Approval Approved EhgR Phlmhai Zhu Ronald I.Ogawa John Southard, P.E. OW52017 081092017 087282017 IW I12017 Approved Revision 2017 Heide Nick Thornpl an Lyndon F. Schmidt P.E. Ryan J. King, P.E. 100042017 101032017 10111=17 iW122017 Approved (909) 349.2927 PE-24121 (352) 367-25M ca awn Panty Waft (330) 922.2389 PE43409 (873) 7874SS6S plrgW*Mxhuojwtweber eubCabpory: SOMe mhompeal@.bkle.com tlle.tan complaints IN -1, : Evaktetion Report from a Florida Reglabmd Ambled of a clamed Florida ProbasWMl Englaser Guam Approved for Anorreadfor hill" Dlliffi RJ162r"M Products QuaNts, Assimarsue Approwd.for the Approved for lepffi devm In OualdetV Resistant possum 8-9 ProdudModel. Number or Name Pro"Descrilift Contract Expiration DW In 1 Outside1HVHZ RWISOM Pressure IbanceamKt lap siding 121312020 Yes Yes WA WA 1 a. 8quot2T8,quot 60im Vent or Solid Vinyl Sollfi 12/312020 No Yec No N/A 220 mula VWa1W NkuhIctu Fecmm 2017 Abide cabpry: Panel Web SuDCabpay: Stine compliance ce Metlmoth EI akWfon Report from a Florida Regidared Ardeted or a Licensed Florlds Proheabnal Engineer nAS2724t2 Products aw PmArotModa.Numbrrsr NUM 2 b. 8rqud;Albncs T4&gwt Soffit Florida Department of Business & Professional Regulation pager of Building Codes and Standards 1n0=20 Product Approval Application Detail Quality at Assurance Aooid for Use A� Prdut Description Contract EIDate In HVHZ Outside HV14Z Res st nt _ Regsume Florida Department of Business & Professional Regulation page I of 1 Building Codes and Standards 1/501e Product Approval Application Detail Enmv or Ike RYA Dab pending QW cantedEnneaat&uMnA )laYdltW®t Y NWmlmd FOCAAAmrAI Apptmna AN" Pings" Zhu Ronald 1. Ogress John SO~. P.E. OW2512017 08MOM17 08282017 10/102017 Approved (ON)340-2927 PE-24121 (352)367-2528 pinpsterg.zhuillijam eshl r dis.cpm QNNLNMMM AW,,d farUse Armlet MOM 21" Contract Expiration Deal In PM"N fbertaMnt lap siding 12/312020 Yes Yes WA WA Florida Department of Business & Professional Regulation P.O.1 or I Building Codes and Standards 1167JOIS Product Approval Application Detail El.ft r 21K am Dab penana 21M contact Enabg ALIC— Mattered sy YVIdvMI submitted! 1` Al Apposed AMR Nick Thompson Lyalon F. Schmidt P.E. Ryan J. Keg, P.E. 1 11/04/2017 100=17 10/112017 12112=7 Approval (330) 922-2389 PE43409 (813) 7074 M nthompsoniiiIalside.cem cluster Adissarremas Appeal for Use Approved forUse be" ikv■ Conlred Mmkodw Dele I"laaPr outside xyHz as 4 rd Pam! Vent or SW Vinyl somt 121312020 No Yes No WA N N Cn (U 0 (D }a U L a) Q. O CU �W CU_ O — O L O 2N CO`v O �V `v 4^_ ICU .� —0 E V U OICU U) O ■ a� V ■ t♦ O W (D V ) O L_ CL -alaaaaaaaa < C/) CL O L red V I V m cut C Q Z z Q J d SHEET NO, PA 1.1 1 II 14—i T 11_0 TX9Efl9det.il ih T kill I Florida Department of Business & Professional Regulation Pop 3 of 3 Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards V202020 Building Codes and Standards 1202020 Product Approval Application Detail Product Approval Application Detail Cod. Entity or. Dale 299 Date Pending 2di Code.. Emily or leg Rat Date Pending . .we In=1es184R2 210 e Version Manufacturer �`= °� Contact Enaln er& License Validated By Validated tl Submitted FBC Aooroval v 6[atus Approved 7vo- Version Manufacturer Contact Engineer S. License Validated By Validated Submitted FBC Approval Aboroyed Status Type ymltm tlaoukntelnf Revision 2017 GAF Michael Stleh Robert Norrinen John W. KnezevIcb, PE 12/1/2019 12/11/2019 12/182oi9 ding FRO Appn Revision 2017 TAMKO Building Products, Inc. Kam Eden Zachary R. Priest Locire Bowden P.E. 10/192017 10/052017 10202017 12M22017 Approved Revsion 2017 L.V. Thompson, hta gas Thompson Aidwactu al Category: Roofing (800) 766-3411 PE-59166 (954) 772-6224 Category: Roofing (417) 624-6644 PE-74021 (334) 3DO-1809 Metals Company (TAMCO) Subcategory: Asphalt Shingles mstlohagaf.com Subcategory:Undone menu: y kerri edam [amko.cpm _ : R Cebgory oomg Cemeteries Method: Evaluation Report from a Evalhitect Lira Report from GoRegistered SubCslasry: Roofing Accessories that are an Florida Registered Architect or a Licensed Florida tented Architect Floridadda Registered Arch fattest a Licensed Floridan Sysl m Intepml Port oftne Roofing SYatent Professional Engineer Professional Engineer Cetnplsnce iladed: Evaluation Report franc ft#101Z4•RZSProduds .: ,... � - ,. � :, ., , , , ,,,, ,,, r - i F _. swal`iat3 - � •r, Florida Registered Archfiend or a Licensed Fleece Profesebltel F_rag inset Quality Assurance Ammaved f r Use Approved for Use Impact i s Quality Assurance Amwoved far Use Approved for Use Impact Design $ea # Product Model. Number or NamProduct Description Contract Expiration Dme In HVHZ outside HVHZ Resistant Pressure Sea.# Product Model, Number 0, Name Product Description Contract Expiration Date In HVHZ OuHVH lslde Z ae sslam I EMANUM FLjMG"84tg Prodsicts — 1 GAF Asphalt Roof Shingles Fiberglass r6liforced3-tab, larrfnated. Stab and 12/192022 No Yes N/A N/A 6 No. 15 UL Aachen saturated o anic felt 10/182021 Yes Yes NIA N/A hip/ddge asphalt shingles egg Product Moral. Number W Name 1 TAMCO Fit Top OaRidge,Vent won Bags forTUe P4de LM .- mmudiamm R.vMiat 2017 L.V. Taanpson, Inc. dba Thompson Architectural Metals Company (TAMCO) Category: Rooll subCaaaory: Roofing Acomorin that are an Integral Pad doe Roorm System Costprsnc. raBa>tl: EvakmW Report from a Florldo Registered Architect W a Lk rise i Florida Professional Engineer RAIM&M Products amt 3 TAMCO Offladge Rooi with Balls Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Raw or contact Eoalmua{Jramts Tony Christman Zachary R- Pdast (813)248.34% PE-74021 lonycireem"I oo8ng.cam 28 ga. static and vemti$fer with Integrated baffle Pao t al 115=16 21M 2ift Dab& PNWMO 21M Valtdttd By YANd" B b.Kkd FSCAODrWW Asp ld atatln Looks Bowden 10111120117 1011MO17 101172017 12112FA17 Approved (334) 300.1000 Qumlhr Assurance Approved for use Approved ter use Psalm IZ"Insid In HIM outsideJOQIE Resistant P1lesYre 0000942026 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EfOW ar Gapesr EDalressL& License Widened aV Tony Chrlslmen Zachary R. Palest Lodw Bowden (813)24034W PE-74021 (334)300-1800 ton coo y@gonwtskpo8rg. peps 1 a l Florida Department of Business & Professional Regulation +lw2016 Building Codes and Standards Product Approval Application Detail am lira Ode Parallel RO Yalmesnl aWmWd )> Appm7md elan 1011OMD17 10/102017 10/179017 121122017 Approved clearing Ass— Aam.od IWUM AaulnLad for this )molt Iamb Dide In Ffir outside HWJZ awwkm Pressure 25 ga. stage roof wheNawith bare 0910 0 Yes Yes WA WA Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail F.aa 1 a1 Irmis Florida Department of Business & Professional Regulation F.pe+at Building Codes and Standards 1152016 Product Approval Application Detail FLales184R9 225111111 Entity 21M 20 Date Pond 21M RA2158p.R1 RM E+nft our 299 go 21M I= Yenloa ylmdarins", Contact Efloolawar&ucooses Validate 82 Yellcuded adow EOCAoawY Approved Am& mm vershm contact E-or es & Lianas Validated By yglidated $yamlthed E@S Apprmfr A —roved $seen Revision 2017 L.V. Thompson, Inc. dbe Thompson Amh—ml Tony Christman Zachary R. PrW Ladw Bowden 101102017 10/1012017 10/172017 12/122017 Approved Revmm 2017 Florae Mental Products Ina Clark Jones James L Bucker, P.E.Q Mkdpd John Rsmsr, 1025/1017 101052017 10272017 12M=11,17 Approved MCUN Company (TAMCO) (813)248-34% PE-74021 (334) 3OD-1800 Calseaq: Roo9rp (904)78344M CBUCK EnghsaNg P.E. cat""! RoaaO SubCalspory: Rooflnp Aaceeaprtea that are an darklififiarrice.wrru PEr41242 (581) 414.755T SubCaleaay: Roof" Accessories that are an Imagna Pad aide RooOirg System Integral Pad offal Roofing system Compasses Mossed: Evaluation ROPE from a Coarelturicis bra Lkenesd F'lalda FsrldaRegsae Registered Arohd or Licensed ,Florida professional jna n Professional Engineer Qumft Assurance, Approved for Use Asprovad for taeo Imp Peslon a9al In NvNZ QstsiklJPR$ Resistant P11mure a l Product Moc 1. Number W Nam. Product 08000101108 22wmgzmbdm2lk lamW Pn uto 3 3- FLAMC0 &Oua;RV 10 Ridge Ventli Aluminum Ridge Voua for pitched root fabricated 12/31=0 No Yes No WA 4 TAMCO Round Top OR -Ridge Vent with Begs for TN 26 go. static roof wul5 r with bafM OBl09=6 Yes Yss N/A WA from 0.028' Aluminum Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page 1 at I Building Codes and Standards +202020 Building Codes an Standards 120/2020 Product Approval Application Detail Product Approval Application Detail Cod. _ Emlte or - - Dot- 292 Data Pendnb aPie Entity or . go gg,gt Date Pending Jars 11M Version Manufacturer Contact Engineer & License ValldatedBy Validated %)bMtttetl FBCAporoval Approved Status We- Version Manufacturer �_ Contact Engineer V.Ildatetl By Validated Submitted FBC Approval Agpraved Slates. Revision 2017 Borah Roofing Anderson Robin 1APMO Uniform Evaluation Gary W. Walker 10/18/2017 1 D/052017 10212017 Approved Revision 2017 Global Protectim Products, LLC. Tim Robinson Welter A. Tillit Jr., P.E. John W. Knezevicn, PE 09/062017 OW112017 09111n(17 12/12/2017 Approved Category: Roofing (801) 380 6091 Services LLC. (205) 854-0160 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Subcategory: Ring Ties RobimArca=n@baaI.ro tlm.rotinsan@gppent.com nee ComplieMethod: Evaluation Report from e m Co Compliance Method: Evaluation Report from a Product Evaluation Entity Flodda Registered Architect W a Licensed Flonda Pa'oduLls Pr0 eseional Engine., •, ,' :. ," Quality Asarence Aoorovedfm Use Ao orovedfor UseDesign lmpa&t PLlitarT6,J15 Pmtiudts Se # �-_ Product Model. Number Name Product Description Contract Expiration Date In VH Jt Outside HVHZ el 3..,�w1 ir3Z.glA Sees Product Model, Number or Name QUNIly Assurance Product Description Comraa Ezoiratlon Date Approved Itt HVHZ AOWovetl inn Use Outside HVHZ Ire Del t �Be Rsslstam Pressure is axonsOr— Flat Profile - Rialto, Yes 17 Saxony 900 - Country Slate, Hartford Slate, Shake, Slate, Flat Profile -Stockton, CA 12/312020 No Yes N/A N/A 1 20 Gage Galvanized Steel Storm Panels/HVHZ CWmgated Galvanized Steel Storm Panels retained t2/312020 Yes Yes Yes N/A Split (go English Thatch a nor. tracks to rovide hunicane dedion. 18 Saxony 900 - Country Slate, Shake &amp; Slate Flat Profile - Henderson, NV 12/312020 No Yes N/A N/A 19 Saxony 900 Country Slate, Shake, Slate&emp; Split Flat Profile - Lake Wales, FL 12/31/2020 No Yes N/A N/A Shake 20 Saxony 900 - Snake &amp; Slate Flat Profile - Lathrop, CA 12/312020 No Yes N/A NIA 27 e 900 e um. r e. enver N. Yes NIA N/A 28 Vila 900 Medlum Profile - Lake Wales, fL 12/312020 No Yes N/A N/A Florida Department of Business & Professional Regulation Fee. I of I Building Codes and Standards I/52016 Product Approval Application Detail EL,M9N4U 990 Mug Version Mundialialcontact Revisam 2017 nW Building Components, Group Ing" Stuart Lewis CoMM: Structural Components (847)918.8473 subCabaoryr Truss plain slo lecayaina a oom Compliance MWhod: Evaluation Report from a Product Evaluation Entity Eid]DIN" produces atoll Product Destullothen 2 1 BCOIAIpkw tgnge Plab Malal Connector Peale PL#219T41a Plde Versions maddialial Revision 2017 Mrrek Industries, Inc. Category: structural Components aubC.Mil Trips Psba compliance Methed: Evaluation Report from a Product EvaluaWn Entity Ft#2197418 Products Aga PmdtatModN. Number ant Name 2 mi 18 almbsd ma &W tat aft 10 goes Ponsfinot Pak EyaU4nWav vmmow aahmdkd MAoprolr Aoolaesd AN& ICC Evaluation Service, LLC Wllbm M. Ranieri, PE OOM92017 09*72017 09212017 Approved (407)681-1917 QuidlorAssunionses Ageroved for We Approved Iler Use Lest ovalart canoed Expiration Dab InJAW 9reme Rise Pressure 12/312022 Yes Yes WA WA Florida Department of Business & Professional Regulation Pape / a l Budding Codes and Standards lnnols Product Approval Application Detail EMbr m OM 20 Dow portan 21b Contact E Weeded Is, Valid jigleaft PWAaOMW Amrovsd amen David Wert ICC Evaluation Service, LLC ICC Evaluation service, 10119/2017 10/192017 102=17 Approved (314) $51-7400 I.I.C. dwertQmN.com (205) 59"800 OudW Assunnce Apstroved for Lida Aperoved for Use 0999 gotten CmduaiDessdptioe Contract Expliall Ode kl!MZ Outside l Psmgn 16 ga. trust contractor plate 01/012023 Yes Yes N/A WA Florida Department of Business & Professional Regulation Page 2ef2 Building Codes; and Standards I2p2020 Product Approval Application Detail ,fr,4.dt Entity or 2ap Data Data Pendno Batt Iy2s Version . MamuWturer Con pEnginer&Lice-- Validated B . Validated ' Submitted Uetl FBCAoproval tl Approved status Editorial 2017 Weyerhaeuser eye Rob Bgidwin ICC Evaluation Service, LLC ten Lehrer P.E. 04/01i2018 03222 79 0 04N8l2018 toned Approved Change Category: Structural Components (253) 924-6476 (e08) 839-3288 Subcategory: Engineered Lumber Rcbert.Beldwin@weyerha Compliance Method:. Evaluation Report from a -ua.r.— Product Evaluation Entity r - QualityAssurame Approved for GApproved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ RwAstam Pressure 1 Mlcrollem LVL Laminated veneer Lumber 03/312021 No Yes N/A N/A 2 Fatalism PSL Parallel Strand Lumber 03/312021 No Yes N/A N/A 3 TimberStrend LSL Laminated Strand Lumber 0313112021 No Yes NM N/A 4 TJ Rim Board Structural Composite Lumber W Oriented Strand 0313112021 No Yes N/A WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yes NIA WA Florida Department of Business & Professional Regulation Pape 1 of i Building Codes and Standards lawle Product Approval Application Detail r4o Eolkt pr Ilea Pate ILes mm Voted MMU&GW contact Engineer & Ulconse VouddwBy v falsehood FBCAeoroval Approved NAM Revision 2017 ITW Building Components Group Inc. Swan Lew$ ICC Evaluation serves, LLC William M. Ranked, PE 091192017 02/072017 09212017 Approved Cabecry: Structural Components 1847) 918E473 (407) $81-1917 SubCabpory: Tripe P$tes sbwbaspitne8w.com Compliance local Eveauallon Report from a Product Evaluation Emory PL1199B4t6 Freduats 2912KAMMM Aggrieved for Lim Assessed .for Use Intmm 2111W saga product Model. Number Name j,rodusgDga In HVHZ outside HVHZ ResNHnt pressure 3 ITW BCWA"n Trudor Meal Connector Plate 121312022 Yes Yes NIA WA Ft#1B9HM CM mm version Menukmmer Revision 2017 17W su idiq Components Otoup trta Category: Structural Component SuhCidell Tntts Pssa Completes IAP tiod: Evolustim Report from a product Evaluation Envy 191.11i1999#a Produce ism Product Modal. Number or Kam 4 rrW 80GAll Wave Page i of i 12012020 20 29A Data Pending ggL Valloated Submitted fSCAptiroyal Aporavoci Status 10/18/2018 10/182018 10232D18 12/11/2018 Approved mikep@alla nwicanshutle rs.com Quality Assurance Approved for Use Approved for Use 1 t De moat I Product. Description Contract Ezolratlon Date In HVHZ Outsltle MVHZ Resistant re s re 24ge Galvanized Steel Storm Panels 12/312020 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Pee i a l Building Codes and Standards ra/Ipia Product Approval Application Detail Egli or go Io ode porKom 211a Contact Ensirrr&Limnm Valldated0, Validated RubmWAd jWpproval Agate Swart Lewis ICC Evaluation sondes, LLC VAllimn M. Ranked, PE 09119=17 09I072017 OW212017 Approved (047) 9188473 (407) 681-1917 rabnfisillaipineitw.cem QLIMW Aesgreac4 Avlmoved fa[Pk! Aimmoviedfor ibs Ineer Rift MOW DmdOW Commet Emintlsn Dab In Nag PAS ROW$tgm Pure Metal Corrector Plate 12131riM Yee Yes WA WA Pape 1 of i Iffmis FL#169fe4t2 290 Enft W )Zak Rift hill pending 201 TYpS Version Manbctu Contact EO es v.paned.By Validated aubmad FlIC Approval Ajamci AMM R.VW. 2017 L.V. Thanpson, Ina dies Thompson Arc iladural Tony ChrlWnan Zachary R. Puaal Lads Bowden 10/10=17 10/102017 10117/2017 1211212017 Approved Metes Company (TAM00) (813) 245,3468 PE-74021 (334) 300-1800 R n tan Bn .com RabaoY poll B y�gonwtswoo g 8utiCataIl Roofing Accessories that are an lmegral Pad of the Roofing System Compllanca Meamah Evaluation Report fresh a Florida Architect rod or a Licensed Florida Ragl Engineer I9a11te18Je2 Product anal ProdaSM .NmsMp� p inNVHZ egg Reabom PLwoR 2 TAMCO OoWshnocit Vent 269s. Oa0a2028 No Yes WA +01.52.5 Code Type Version Manufacturer Revision 2017 Lamar.., Inc Category:. Rooting Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Comediennes, Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer "�.#17za2ari�oHcazs �" `' Sao A Product Model. Number or Nam 1 Deck AirTM DAA Fiona Department of business & Protessional Regulation Paget oft Building Codes and Standards I/72019 Product Approval Application Detail E I r Data Date Dal. Pending Date Cordact Engineer& License Validated By valltlatea Submitted FBC Approval Approved status Andrew Carter James L. Buckner, P.E. Steven M. Unch, PE 04/092018 12/182017 04/152018 06/122018 Approved (501) 982-6511 PE-31242 (717) 317-8454 acader@Iomanco.com Duatliy Assurane- Approved for Use Approved for Use Impact ga§ISQ Product Description Contract Exoiretlon Date In HVKZ Outside HVHZ Resistant Pressure Low Profs Polypropylene Plastic Rohr Vent 07/102021 No Yes No +97,5A97.5 Mechanically Attechedto.Plywood Deck, Florida Department of Business & Professional Regulation Pape i of I Building Codes and Standards 115l016 Product Approval Application Data[[ EtllAlP- Mtge Yaerprl Zonedil r Comaid engesseraLkanow Yalidedied By Validated AWWW F9QAWWW ApprovMt ales& pevmm 2017 nW suili Compensate Group Inc. Stuart Lewis ICC Evauston sayk., LLC Wlafiam M. 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Norther or Rams 1 M1BSHS Florida Department of Business & Professional Regulation paps l e l Building Codes and Standards u6110W Product Approval Application Detail Emft or OWN DIN Dele ffi go contact I!noi &Lic— Validated Validated submitted F u Aoormmd am& Orval Watt [CC evaluation service, LLC ICC Evaluation Service, 10119=17 10119=17 10/222017 Approved (314)851.7480 LLC. dwort®mU.com (206) soo-M QualitLAuumnag Approved for Approved for that lag m PZsaftie ProductDesedslfan Contract Emma nDm In r1jj,IQ Resistant PION 18 ga. super high Mono truss connector plate 01101=3 Yes Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paps I a 1 i=118 Florida Department of Business & Professional Regulation Depa tag Building Codes and Standards Product Approval Application Detail Fops I a 1 1/a2o1e Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Derail Pas I of 1 t1s/JOIs Ftm97.as S90 E Aft Pma ffiE Itof&i�eadka 21M FLa2 WAm 2W MOW or gk Pak Date Foments FLXHUn s =&LkI mm valid dumb w Carom Erelimser31bo— Yrkkbd By Validated admdtd 11911110 Approval Armtnd adorn bme Version MondNdum Contact Egrisear aLlasu vaNdatad By Vt01dmbd aFIIC Approved Aprlroved steer boa version Man k duo contact Validated 8, Validated alkmllkd FR4 Approval Apgrated Alen Revision 2017 li Industries, Inc David Wed ICC Evaluation Service, LLC ICC Evaluation Sarvke, 101102017 101192017 10222017 Approved Revision 2017 MITek Industries , Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Saves, 10119=17 1 W792017 1Q222017 Approved Revision 2017 Wax Industries, Inc. David Wart IOC Evaluation Service, LLC ICC Evaluation Service, 10/192017 10119=17 10222017 Approved Category: Structural Components (314) $51.7450 LLC. CebgsrY: Structural Components (314) 851.7480 LLC. Calgary: Structural Components (314) 861.7480 LLC. gubCalepory: Tnw Plalse dwert�mti.00m (205) 38&p800 Gory: Twin Plates dwert®rnfl.com (205) NO-000 SubCmt.": Trans Pates dwsrtQmii.com (206) 5%-Sm Compliance Method: lop Report tram a C—p11 Camptsnp Method: Evaluation Repot from a Completes, Matted: Evaluation Report from e Eve Entity Product EveluaUOn Edgy Product Evaluation Entlly Product Evaluatlos Entity F1a2117.11a Prodreb GunnerAssummeaAges Armes lMgo IZeslon FL#21974M Product Quality Alt navedf➢russ Approved for Use b" 2wo R#21974M Product ,. 9unfleCAWBJQes AborevedlaUse Aporlweel.for thas ImgacS onican affiiE Produd Model. 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Duality Asau Approved for Use Approved for Use Impact Dean, Sec # Product ModeL Number. or Name Product Description Contract Ex piratic n Date in HVHZ Outside HVHZ Resistant Pressure 1 EPS Insulation Expanded Polystyrene Block Type 04/11/2022 Yes Yes WA WA Search Criteria Code Version: 2017 FL#: 14281 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Statue: ALL Compliance Method: ALL Qmfity Assur—a Entity Comrect Expired: ALL Product Model, Number or Name: ALL Product Description ALL Approved for use in HVH2: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL N tU 0 }a iaa) W Cll Q 0 .5-0-0 a ^L- CL ^, O 0 O W O LL CU .w -0 E p L y f— CU .— �'/�^ vJ Q Z Z W J SHEET NO, PA 110.21 qs 4 0 I mi