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Home My WebLink About6611 Paden Wheel St (2)INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 ELEVATIONS 2.1 FOAM DETAILS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN Ll LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WID WATERPROOFING DETAILS PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 PRODUCTAPPROVALNUMBERS PA13 PRODUCTAPPROVALNUMBERS ABBREVIATIONS PA1.4 PRODUCTAPPROVALNUMBERS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius ; I-90-Il Abv. Above F.Pl. Fireplace Ref. Refrigerator I IF _jV DATE A/C Air -Conditioner Ft. Foot / Feet Req'd. Required Rm. Room CITY OF ZFF�Vf M171111W Adj. Adjustable Ftg. Footing iwt; A. F. F. Above Finished Floor FX Fixed Rnd. Round PLM A.H.U. Air Handler Unit Galv. Galvanized R/SH Rod and Shelf ALT. Alternate G.C. General Contractor SID. Smoke Detector S.F. Square Ft. U AL% B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves U ORK SHALU B.F. Bifold Door G.T. Girder Truss VpKr-.v 'All INCICOI)ES U __,1 FLOP SHT Sheet IDP, BUILD, E, PIND BkSh Book Shelf Hdr. Header L__:CRIC COD mr-gs Bm. Beam S. L. Side Lights NATIONAL,:' r-C_ Hgt. Height PHYRHILLS OKU1V"r`--_ BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine El Cir. Circle K.S. Knee Space Temp. Tempered CIg. Ceiling Laun. Laundry Thik'n. Thicken Col. Column Lay. Lavatory T.O.B. Top of Block Omni Comp. A/C Compressor L. F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typ. Typical Ded. Dedicated Outlet M�C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical PC. Piece Wd Wood Elev. Elevation Ped. Pedestal WID Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 03/15/12 5.09 BUILDING CODE UPDATE 05/30/14 5.10 CREATED F&G ELEVATIONS 07/30/15 5.11 2015 NEW CODE UPDATE 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 Notice to Builder & All Subcontractors L= 17= 1!4 INI AIX F110M 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 MOD L F 1 50�2268 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. LO 0 CO Z V) (D Q) —/) ( 4--d LU 0 LLJ E 0 E 8 0 15 _r di CD LL CO co fn L 0 0 < tom Ln A I Wa. N C-B D C tin c:) LO C) - y R.,� r ID I Z' -1 201 '00 LL. N L LL 0 APS Z. Z' LU, C) ss� A� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z 0 cu 14 4—J C) > CD c) Z N M Ln < V) a) !:0- Ln U_ e-.-, Z CL 00 Z< E Z fa Lu C:) W _J 0 110 Z Lu LL 0 Z z a� LL, .z LU) rS 0 0 Z< C) 0 Z ZZ LZL, U�o cl: W LIJ b , -, CY) S) 3:8 L.0 8 j�e 0 UJ C, F_ 0 Z W Z LU C:) Ln C1.4 r114 Ln LL1 0 F_ 1 Z 0 0 Ce < 00 LLI UJ L UJ cle ) ca Z o,) Z LLI w cg 2: Z CY- �r, Z ZLU r LLJ in Z 0 0 9 0& C) LU 0 LL Z < Z 0 0 CY) 0) LLJ L EL CY Z Z 0 T 0 0. � XW: < F_ g C) U. u_ Z LU > 0 Z Z 14 _J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. C S 9 60 C� 9 MASTER BATHROOM MIRROR TOWELBAR OPENING AT FOYER TOWARDS BEDROOM 4 OPENING AT FAMILY RM. TOWARDS HALLWAY C:) BATHROOM 3 9 F, 00 00 C� BATHROOM 2 OPENING AT FOYER (VALUED ELEVATIONS) OPENING AT FOYER (2) 25 SH *EGIRESS MASTER BEDVTc9M 9'-4" z �k&) 0- 0 u') Lu 0� 0 I0 M . BA 0 d 9'-4"FL\TCLG. P TI _E BLOCKING FOR GRAB BAR TEMP. GL. ENCL. ON 42" HIGH KNWL. - �3 TYP. U. N. 0. 9 T_ FD U) LO (A) C0 WIRE SHELF @ +54" A.F.F. DRYER VENT- THRU WALL HANSON- BOX @ 36" A.F.F. EDGE OF SLAB 2" BEYOND WALL HB C?i 3' T-1 2 4 9,-11" NOOK 9'-4" FLAT CLG TILE 4'-4 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - LANAI 9'4" FLAT CLG. A.F.F. G.T. 12080 SGID 16' FAMILY 9'-4" FLAT CLG. CARPET 7 (n I U) 06 1 WIC 0� 1 9'-4" FLAT CLG. I (a... I CARPET 3'41' -71" 3'4' 2 2' V-8" 3'-8" 6' 41 If I - - - - - - - - -- R&S C RANGE 0, 111� ill 2 J 5'-5 5'-0" #1 0 7 -7 C� KITCHEN 9'4' FLAT CLG. TILE 6'-8" 81-811 ---------- " AC PAD HB 25 SH % *EGRESS - r*EGRE - BEDROOM 2 9'-4" FLAT CLG. - - CARPET 2668 2668 Al 3'-71' 16* . 0 2 -04' 1 7'-1 11 ALT 11 I AC PAD 1 I I U) U) -IN W 11� 0� 0 0 U) N W BEDROOM 3 -4" FLAT CLG. CY) 9' CARPET rA ��3 - TYP. U. N. 0. C� Lo 9'4" FLAT CLG. TILE co 2668 2680 \)IIIIIE F. - - - - - - - _ 2868 0 2868 1 _W_ rr 5SH 3,, 6 6 7-101' 8'-2 5'-4" 31-111" 4'-5" 4 0. T-T' 4 2 /� - - - - - - -- '541. x_1 SIM w/ SPF STUDS @ BUILDER TO PROVIDE I -- ATTIC 1 12" O.C. w/ USP SPT4 APPLIANCE PROTECTION ACCZS.��_ _j L - - - - - - STRAPS TOP & WHEN REQUIRED PER FBC BOTTOM FOYER I rc _C, � r_� 1 V-41" FLAT CLG. S3 I u- TILE U) 00 05 1 00 rD (D 0 �3 L0 3068 36"x26" NOTE: FINISHED------� TRAN SOM ABV. REF. (28168 L 00 ;A .H 7wIIII"7 7 F 3- WALLS TO BE FLUSH. PER13PEC. FIELD VERIFY. IN -IN 9 F - - - - - - - - - - - - - - - - 13, E77 4 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ENTRY T- G.T. SEE ELEV. __7 - - - - - - - - - - - - - - - - - - DKTYP. @ S S4 GARAGE K )TYP. @ Cl) S4 GARAGE I Z-O" 16-0" 2'-0" 8'-0" 20'-0" 46'-8" 9'-4" V-4" DINING 9'4' FLAT CLG. CARPET 12'-3')" IN �1) 38- BA 9'-4" FLAT CL TILE 7 10 2668 QOO. t12668 BEDROOM 4 9'-4'FLAT CLG. DARPET *EGRESS (2) 25 SH 9'-4" 12'-8" Cf) LO 04 bo 0? 80 REVISION NOTES 12/17/2009: 1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" OPENING PRESSURES ENCLOSED - EXPOSURE"C" A +25.6 / -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 -31.9 +23.0 -25.2 +23.0 -28.9 SEE SN SHEET J�u SEE SN SHEET H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18'X25' 2 2 S.H. 13 20 X 38 1812 X 37' 4 S.H. 14 20 X 505 8 18 1 X 50 2 S.H. 15 20X63 18'X62' 2 2 S.H. 16 20 X 72 18'X 71 1 2 2 S.H. 2' 32 27 1/4 X 26 26 X 25 2 S.H. 3133 27 1/4 X 38 8 N/A S.H. 3 34 27 1 X 50 5 4 8 NIA S.H. 133 2 N/A 26 x 37 3 4 S. H. 134 2 N/A 26x5O S.H. 135 2 27 1 X 63 4 26 X 62 1/2 S.H. 2136 27 14 X 72 26 X 71 1/2 S.H. 22 373X26 4 36 1 X 25 112 2 S.H. 23 37 ' X 38 3 4 8 36 1 X 37 3/4 2 S.H. 24 3734X 50 18 3612 X 50 S.H. 25 37 3 X 63 4 36 1 X 62 1/2 2 S.H. 26 37 iX 72 36 12 X 71 1/2 S.H. DOUBLE2 WIDE 75"TALL 7321WIDE S.H. 32 54 X 26 52 'X 25 2 2 S.H. 33 54 X 38 a 8 521X371 2 4 S.H. 34 54 X 50 5 52 1 X 50 S.H. 35 54 X 63 52 12 X 6221 S.H. 36 54 X 72 522X 71 21 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79X59 N/A S.H. FLOOR PLAN SCALE: Y4"=V-0" General notes R302.5 Dwelling/Garage Opening/Penetration 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, equipped with self -closing device. • 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. R302.1 1, 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. Not Less Structure(s) Supporting Floor/Ceiling Assemblies 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 opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window sha 11 be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming 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 a 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. IM11507.2 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. see Sht. SN1 for installation detail. 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. WALL LEGEND '4' A. F. F. MASONRY HGT. @ 9 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 LIVING 2267 S.F. GARAGE 595 S.F. LANAI 153 S.F. ENTRY 23 S.F. TOTAL SQ. FT. 3038 S.F. ENTRY F&G ELEV. 37 S.F. INSULATION REQ. LOCATION R-VALUE/TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R- 11 /R- 13 KRAFT FAC ED EXT FRAME 2 x 6 R-1 9 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 to z M z < V) (D U') U-i 2 U-1 0 I-_ E Ln 0 0 c) C14 C) LU E 8 4) 0) r- cc m M �0 M , 'r 0 - N .20 , 4) 0 r- u- 00 '5 -00 0.2- 0) CL o 0) < 6 AI N*C,B D,C 'V C awe - , r� %A1 C-4 1.: ; Im 113 /,g-, -Z Yf . ., 14z! 7 V. AMU, C) 91- ;5F < c� L ....... LL N 01 SSIO, Lu I I 11000 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c� Z r"i 0 �-j 4-J C:) > C) M M Ln 0 - Ln LL z CL Ce Q. 00 < %. .4 E z z 1`0 C:) F- WLU _j C:) 0, 13� 12 z 03 u_ 0 z V) , LU z cc 1- 2: 'Unj CS 0 z < L) zo >. z 0 0. W Z >- k D C) 8 V) 13 ce CD 0 LU 04 0 Z LU z ce LH C:) T__I Lr) eowl*s < _j 0 LU F- 3: 0 < 00 < z U a LU 0 0 0 IL.U_ 0 Zx U_ _0 Z It 0 z C5, ux,: !z 2� 0 L_ (L) z LU z . 8 0 zo r*.*j < 2 8 iz I _j C) ��L U 0 J_ Z!� < F_- 2: 0 < 0 0 >7 Ln 2 ce J_ 0 Ln z Z R LU _j LU U. 0 z . . 0 LU > '7P F_ 0 Z _j _j LL SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: AQUINONEZ VERSION NO. 5mll JOB NO: 16-6654 SHEET NO. i . il I.. L I' L LA... 11. 11 Iff'. I L LI I HDR. TEXTURED FINISH 12 5.0 1 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 T___ 15.0 10'RIDGE VENT 10'RIDGEVENT F.FL. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — 1A3 SH 35 SH T.O.Mq F.FL. T 0 KA 10'RIDGE VENT 10'RIDGE VENT 2'0" TEXTURED FINISH 12 5.01 _� 14'RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) LEFT ELEVATION SCALE: 1/4" = V-10" 12 1 5.0 T.O.M, T.O.M HDR- 9 60 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (2)25 SH 25 SH 24 SH RIGHT ELEVATION. SCALE: 1/4" = V-0" TOM- �F_FL - — — — — TEXTURED FINISH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- HDR, 9 80 — — — — — 25 SH REAR ELEVATION SCALE: 1/4" = V-0" 12080 SGD (2)25 SH F.FL, FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 6" BAND TYPICAL T.O.M. ------ -- — -------------- 0� fie 2'-8" ELEVATION — DETAILS. SCALE: 3/4" = V-0" ------------- 12 1 5.0 T.O.P F_ T.O.M, HDR- 9 U �Imm U r7 ED 0 1:1 FD7 . t F.FL. ALL TRIM LINES--� 16 X 7 OVERHEAD DOOR ARESCORED FRONT ELEVATION — A SCALE: 1/4" = V-0" 00 SANDED 00 FINISH - - - - - - - - - - - - - - - - - - - F.R� L " " I v — L 11L 8 X 7 OVERHEAD DOOR �0/68 (2)25 SH W 3 X 26" TRANS. ABV. WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS OTHERWISE NOTED. LO C 0 < rolmwa IIL Ul) 0 Q) (—/) 4-J UJI 0 LU E V) 0 0 a 04 a) 8 C0 0) ce) C M cl) Ce) 0 C14 20 r- LL co "5 - co 0 U) < 0 cy) Ln 0 ,t CL 0) < 6 AI Wa. N,C*B,D C r/1- 1141 04 cc*,,,. C-4 LO P_ z it _j A A LL. I.L. 04 -1 0A z co �IF % C)j 0 -6 L L ILZ b? - C", jr 'Lo,�I,m W �E! M -11 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z rN 0 cu C:) a > V) c) fu Ln a) Ln L_ LL CL 0-14 z � fy) fu T-4 Q� U CL Ca < z E z LU W _j C) zo LL Z l- � LL, z Z U x< m 0 0 z >- g L) 0z �E U x 0<� F g Z7 LZU C., a,: L-9 ry) Um 8 - 8 a jn� C:) 2 Lu C4 F a. Z LU z LH C:) Lr) r_4 r-4 eo"N Ln < < z 212 2 Coe 0 < 00 < 'ZI -,, U_ LEL': -a M Z z 1,0 !a Iz- 80 G) LU g vu > U) z 8 C:) 0 LU LLI 0 LZ Z F_- LOZ 'Z 0 < <F- c) LL > < u_ LLJ UJI > 0 Z _j z 1..q _j LLJ SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. 2 VIA 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 METER MAIN 0 200 amp 150 amp NEMA 1 200 AMP #15 copper to lights & outlets #12 copper to 20 amp clds #10-2 copper to WH # 10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 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 - 2011, 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) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Mono)dde 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 Allarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET 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 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION OD ELECTRIC DOOR OPERATOR (OPTIONAL) Ff,-u-1 [!Xnj CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) [TV] TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 _111 3" VTR r I I BLI IINK WC II ,--I — --- 3" TUB C/o 3" 3" —111 3" VTR J11— 1.5' VTR 3" 3" TUB < WC KITCHEN I SINK WC I SHWR DBL. 2 T B HANSON BOX 3" SINK 2"[� PLUMBING RISER _111 3" VTR 1211 — 3" 3" NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE:NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE GF FOR MICROWAVE RANGE HOOD PER SPECS PENDANT LIGHTS OVER GF\I ISLAND GFI KITCHEN 2 X 4 FL. §1 M2151 SWITCH FOR DISPOSAL IN CAB. UNDER SINK OPTIONAL LIGHTING SCALE: Y4"=1'-0" LIJ Z 0 12 < W 0 > _j PER SPECS ELECTRICAL PLAN SCALE: Y4"=V-0" AC PAD WID GFI nicrnKiril::r1T HB 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. ALT I I AC PAD I (D LO CD Q0 Q) C) U 0 LU E 0 2 Cl) N LU E 0 CID Cl) _N 0 Z U_ 00 0 Iwo of I S -00 0 5, U) a 0 0 < V) -'T CL d)< 6 A 8 D. N-C-B-D-C co to LO M cn C> C14 Zo Lill WIN a P U _j _j 4' ccm,411 LU Uj 0- CL W U ZO..-.r g A 4 < :1221 4g, :Z 3�: 2 —@ 04 Z 44 2-.2 Z � 8 .:� 44 0 Cl) LIJ 0 04 �E 6 C113 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. Z 0 0 53 10 CD Z > 0 r) 4-1 V) am U) r-L (A U) I aj Lr, CIL LL Z0� U CL 00 < Z3: E Z LU _j C) 0 0 53 LL LLI Z W Z 0. LU M E 0, U l_ LUIJ) 0 0 0 z < L) Z 0 0- X < U X < < < Z Z Z UJ Z Z 0 b cl: Lu LU 62 _3 Su 8 s 8 0 Ce 0 LU 04 0 Z LU 0 U-) r*4 r-4 00""S In < F_ _j LU _j Lu %%-000 -e < Z U 0 0 0 0 0c) Lu U L�u 0 Z _ 0 Z 0 Lu.� Z=12:02 LOU a C) 0 _' Z [0— W Z LU r4%4 LU Z 0 < (j F_ r4l,*j < 2LU: 0 LU > 9 0 CL 0 C) LU LU LL Z < W..�e �L < _U Ln 0(yXLLZ 0 _j 2!�9 LU M 0. l.— c) LL LL Z . . LLJ > Z _j Z Lij SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 SHEEr NO. 3 VENTED SOFFIT 44 SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) 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 al the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) a RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ............... ...................... .............. ................. ............................ o ...... o ...... .. -Am.& o.&A.6 0.6d6& -.6" -Wh&a -.ft" -.6" -.ft" -.0" -.6" Awb" wb" .ft" -.&" -w".& *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: o LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Sofftt Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed) e O'HAGIN (Tile Roo� - 86.25 SQ. IN. OF NET FREE AREA / VENT X o o. o% 7. ol "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Vents Needed o o3o.o ZONE-1 7.4 7:71 7:1 ATTIC SPACE 3038 SQ. FT. to-*000l o 7% .x -o 0. 7o, Foo. -v., oll o.. LJL LL. CY CY U) F- 7A .7. F- GL- 1: LL- LL. o .1 o ILL. 0 lol o 0 W 7 ..o.. U) M M U-j 1.7 LU : ..1 1.7 F:.%. LU .71 *o%7 U-1 ATTIC VENTILATION CALCULATIONS A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 7.1 1/150 Rule 11300 Rule Ridge Vent Amt (No Upper Ventilators Off -Ridge Amt. (Must Provide Upper Ventilators) (Ft.) Req.) Total Ventilation .7 Provided by ATTIC Upper SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of SQ. IN. Of of ventilation to Ventilators ventilation of vented IN. of ented be provided SQ. IN. of SQ, IN. of (See Elev) v I o o required soffit ventilation Ventilation Ventilation soffit by upper needed required needed ventilators Main 34.0 3.0 Floor 3038 2916 417 1458 104 729 924.0 o (Zone 1) 510.0 .0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 o 0.0 0.0 0 0 0 0 0 0 0.0 -00--� 0.0 ... VE NTED SOFFIT 4 SQ. FT. -NOTE** AS .7o GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS REQUIRED BY FBC 5th ED. RESIDENTIAL. o... VENTED SOFFIT LEGEND .7ol. * .... .7o, o . o o 1 1.7. "/-1 IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED .......... ................... ................ 7. AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF 1.7ol *.7. LABELED AS"VENTED", NO FIRE PROTECTION WILL BE REQUIRED. t VENTED SOFFIT VENTED SOFFIT 13 SQ. FT. ROOF PLAN -A_ SCALEY4"=V-101" 0"'a ZCI) 0 C-J) 4-J Lu M r) U 0 LU E 0 MCI) V) 00 Fn I-- u C-0 E 8 o= C14 --r 45 i; LL co wig 0 :3 -00 C) 0 0 Cc - 4) 65 -16 1'- CLCD I LO 0 0 CL m < 6 A 11,C,B,D C , U-I&F BD jc:,Wi� cft [gi ot W CIJ C-, Aar& > _j z , LL,--Rg X0. i7 . Z WU*V�4.. z 0 W t LU M El EJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building 9-1- Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) CD z r-j 0 cu r-, �-4 4-J (=) V) ii3O > ro C:) -4 r') p 0 N ra Ln 0 LL 6- CL 00 z < . E Z3: z WLU C:) -j C:) 0 02 z ED LL 0 LU z Lu z < z a� U 2: tnu 00 g0z >. z < 0 z z 0 CL W U 2: < U .z zj9z - z Lou U,, 0 Lo U 0 8 in p 0 LU C14 0 Z z L4 C) Ln r*4 r-j 000�N Ln LU o z U LLJ a 0 0 U LU F- t7l -,J 0 0 < 00 0 z 0� LL 1E =) LLJ 0 �- z �z z to LU 0 =) 0 20- Z r4 ("%4 F- g - 8 LU 2: z LL > 9 0 V) LU LU 0 LL Z < C:) uj x 0 0D 0 CY z cri, L0 z -j LU 0 I.- c) LL LL LL z . - 0 LLI z 0 > 0 z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. 4 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU LU:5 CONTROL JOINT DETAIL SCALE: 1 1/7=14' ,,--#5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR 0 FOR EA. HORIZ. REBAR,TYP. U.N.O. V, 'e 0: TYP. CORNER BAR PLAN DETAIL N E SCALE: 1 l/2"=l'-0" C? Z10 C.0 C? ;t F, r� TYP. OP U.N.O. 9 00 n zo I C? zo TYP. U.N.O. a 2' 41-4-1 16'-0" A 33 TYP. U.N.O. T 2 00 C? b) C,j� 461-81' 15'-4" 15-41 4'-8" 15'-4" 3'-2" 3'-10" 4'-0" 4'-4" AC PAD L —J + L — — — --- — — — — — — — — — — — — — — I F-za I - - - - - - - - 7 C? 0? F INDICATES FILLED CELL 11 AC PAD 11 W/3000 PSI CONC. GROUT IL FROM FTR. TO BEAM -J1 L-=--J 9 % -.1 W/ 1 #5 REBAR VERT. Ld n ABOVE SLAB. TYPICAL 0 @ ALL PLACES SHOWN C:) CY) HOOKED FTG. DOWELS 17" EMBEDMENTW/25" 411 -.21 EXT. ABOVE SLAB "GRADE 40 9 2'-47y) STEP 12--8" 4 STEE-1" DOWN U 1, 9 MIN. T C.J.- - - - - - - - --- - - - - - - - - PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER r C-? TO MASON'S SCOPE 0 01 FOR WIDTH �j �\ UJ " I +— — 4- (2) #5 VERTICALS W/IN FILLED CELL 00 co 0 9. 4'-0" Q0 IL I I C.j. 3Y2" MIN. 3000 PSI CONC. SLAB L-I FOR HERNANDO COUNTY ONLY -511 (3 3Y2" MIN. 2500 PSI CONC. SLAB OVER Ax 00 6 MIL VISQUEEN VAPOR BARRIER 9 r J OL 0'-0" ELEV. 9'-5" FIN CONC. SLAB W. 22'74�16!L-- — 1 17'-9 7/16" 6-3 1/2" 200 (0 24'-10" 3'-8" 3'-0" �0 \& a d I L1---j I FPFOVIDE 30 x CONDENSATE LINE — — — — — — — — — — — — — — — — — — — — — — — — — — — 4" 1 C.j. Fir,_ C? CY) 0 MIN. 1cf) 411 -8" ICY') 00 C, . 4 BUILDER TO PROVIDE APPLIANCE PROTECTION rc C`\, V�HEN REQUIRED PER FBC S-3 PROVIDE 1/2 x 9" S co FRECOESSFORFRT DOOR co f cy) 10 0 -.5 v CD 0 d CL 0 0 TOP OF ONCJ PAVER TO BE -j — 1 C/) F, 4" BELOW FIN. FLR. (2) #5 VERTICALS 1 0 4' 1 C.j. W/IN FILLED CELL11 cy') 1111 =0 CJ� o- 0 I co (2) #5 VEiRTI CALS S3 V),, -----�--NOTE: IN C�) W/IN FIL ED CELL STONEYBROOK "SEE S-3 FOR SUBDIVISION NO RECESS OPT." SLAB,BUT �11'N 4- "S RE 3 _I A — — — — — — — PAVERS BY S3 8" F BUILDER "SEE S-3 FOR 9 1 TYP. RECESS OPT." TYP. �' I L L U.N.0 9 a ItT &4 % Ain 6 j a W Z-01- 16'-0" 2'-0" 8'-01- V-4" Z-91" 7'-0" 3'-0" 20'-0" 9-4- 46'-8" 4'-8'l 12'-8" 0 -1 CY) 9 :;t C:) �A S3 0 N I - TYP. (D (D CD U.N.O. U? ;;t 0? ;;I- A. 9 F- NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 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 FOUNDATION PLAN. SCALE: Y4"=l'-0" 0 Z z CO a_ (D Q) 4—J U LU 0 Lf) Ct ZD F- E 0 2 Cl) U1) 0 c� C) LU I.— E CD M 0) Cl) C: (U ce) c"a '0 - 0 - C14 0) LL co =) ci co 0) -Nd 0 U) CL C) Lo 0 'IT 0 CM a CL 6 B D ID C N C-B-D-C I Tflzzl,� "�, cli 0 C14 C; Z 4 J C9 L0- LL: ju j N LU LL U z 17 LL W F- Uj < D Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c) Z 0 C) > U-) rn fy) z f0 Ln < a- Ln V) ,u Lr, L- LL C>1 z F- Z � e--% U CL 00 z E z M C:) WLU -j 0 0 Uj u- Z �- a: LUMZZ W �- I L-, 0 zo >- z < 0 z 0 0- W z U x < zz LZU W, an Su 8 LU N F- 0 z LL, z _j Lr) (1*4 C44 Ln < z LU W < %%.100 < < Z U 0 < 00 —j LU 11 U , 0z -5 2 Z I, z g X, g Iz- Z Uj z Uj cz) 0Z) 0 .2: r*4 0 20 I �� 0 LL Z C) < �L-U,25: 0 Ln Cy U- (n V) z 0 6 LL Z F- LL. z . . . . Z) LU > 0 z 0 :5 z LL SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5all JOB NO: 16-6654 SHEET NO. 5 AAv-R" I UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 q-1 nd X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-112 HTT4 2715 5/8"ANCH./(20) 10dxl-1/2 i HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28) 10dxl-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS Tl 2345 — 2 - 5/8" DIA. BOLTS L HD5B* 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M Hl 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 155013335 1335/2820 20 - 16d x 3 112" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 172013125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d - 1 6d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X (1) 5/8" ATIR W/ 5" EMBED W1 SIMPSON "SET" EPDXY V LGT2 2 50 1850 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS 1850 1810 (116)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W � I — X., HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8 - 1 Od SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 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 TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT l ON ROOF PITCHES 3112 & LOWER. DROP HIP DETAIL_ 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 5-1�ti STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN A SCALE: Y4"=V-0" 130MPH ENCLOSED (A) OR 2 PLY ,ARRIER ---m N N N + ?2PLYCARRIER--� —(A) x CONT LEDGER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS LU (D zw ZV) (D Q) C—n 4--J Uj U 0 Uj V) 01- :D E 0 2 M U) 0 CD C14 LU E 8 0) Cl) r- M 2:2 cl, 0 , N .20 a) U) 0 LL 00 -5 . CO 0 1�u i:� C, d) e 0) 0.0 Lo 0 t < 0 CL A I D. N C 11. c ;1 r"t C-4 U,)r . . ....... CD i-,-/ 0;4 �P` 0 z Az= r LL 'Lu > -an< � LL W - U 20 z '-0 9 9 =9 3—,- - Z izvt- �- 'jot LL C, j, MIN. k W �E 0 0, 21 )W,%� Aw 0 M P El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) z 1171.4 0 a) N ll-� 4-J C:) 1.0 C) > U1) f') C) r0 4-J U-) -M Ln 0 CL Lt) z ILL F-� re) U M V-j CL CO E z UJ W -i C) 110 0 Ce Z 0 L11 LL LU Z (A z LU M � � �- x 6n, a 0 0 >. z < L) z zoa-o� Z < U x< i.- < Z Z 2: Lzu I,- z Z Uj LU Ce _3 U 0 Ln LU 04 0 z LzLi M z U, CLU� C) Ce < < Z LU 0 0 L) j�d 0 -0 < 00 U L11 t7l C�a 0 ir 0 Z.� Lzu:!R Z z = CY 170 Z z Lu I ra 0 z 0 1<9 (5 zj U 'OLLZ- LU C) 0� x 0 �s � �J- 2 n 0 a fy) Ln LL LL U) z z 0 L.L < c) U. 0 LL z .. LU > z 0 z 0 14 —j SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 SHEEr NO. 6 �7, f I I� 4-il 1 1 1 : L 4" ' I ": 14"ll 11 J�' , LA '':� I I ,I Ill. :!,I. � I I I; J ;,I -11101uLl1ljh! 16116"l6fillialami ALTERNATE POWERS A* 7 r�__M Hal GENERAL CONCRETE LINTEL SCHEDULE -CRETE, QUAILITY APPROVED LINTEL MANUFACTURERS: CASTE STEEL LINTEL T__ �, 81`8-113/1T 8F8-0I3/1T A < F FILLED WITH MIN. EQ'D- 771- 1-1/2" CLEAR T GROUT/ U = UNFILLED r#1 RE - YPE DESIGNATION BAR AT TOP #5 REBAR AT TOP V 1) REQ'D MIN. (1) R 8lRF14-1B11T 8RF14-OB/1-T R RECESSED CLEAR 0 QTY. OF #5 Z 4 -REBAR @ BOTTOM OF LINTEL CAVITY .40-C.M.U. L V) 0 4 LU uJ Lu C. M. U. = 4 i C.0 8� Cj < LU Z I _�8 _N 4-J 8F1b_1'B/1T p? 2 1 4 M M 0 4 GROUT Z � 'L Z6 \L I D 0 Z LU tNOMINAL QUANTITY OF 0 -#5 REBAR AT CD U) j3 E t < Er Lu N - - 0 19 , 0 U #5 REBAR AT 0 BOTTOM OF U IR > V) W ----------------------------- WIDTH TOP LINTEL CAVITY Lu U) �a > #5 REBAR AT BOTTOM ZD U) cr) 0 Z cr Z =: <1 8F2O-OB/1T 81F20-113/1T 8F16-0B11T 8F16-1B/1T NOMINAL- <<60 1�1 AS INDICATED c_* -BOTTOM HEIGHT REINFORCING C) 7-5/8"ACTUTL 0) C0 W___ PROVIDED IN LLJ r� (a ce) 8" OMINAL WIDTH LINTEL 16 GAUGE POWERS E T "o C11 , r_ C4 (VARIES) STEEL BOXED LINTEL 8 0.2. di -C LL 00 r,= 00 C) 0 MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) 4) 05 0. 8 1. f'c precast lintels 3500 psi. 0:S 0 0 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN 0 CL 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8RF6-0B/1T IICBD,C 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. &) minimum net area compressive strength 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8 D 6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top f Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. 7. 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to 4. 7/32 wire per ASTM A51 0. CN 0 0 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications co ;A. kon , , _ co 81`20-1 B-2T Z 0 0 0 0 0 GENERAL INSTALLATION N TIES 1. Provide full mortar head and bed joints. 8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T C14 LL- Shore filled lintels as required. LU eq 83 . L.Lj 3. Installation of lintel must comply with the architectural and/or structural drawings. 43 W a Lr 0 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate LU 4J vertical cell reinforcing and grouting. Z 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and '0 A 'Lr,= longer with a nominal height of 8" meet or exceed L11 80. 04 % Cq, 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 W CD L0 i�A masonry units. 06 4- 'L 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 To the bes of the Engineer's knowledge, information, and t A" a coating of stucco applied in accordance with ASTM C-926 or other approved coating. belief, the structural plans and specifications contained within these drawings comply with the Florida Building % 12. All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. the drawing pages bearing Engineer's signature and seaL Applied vertical load Applied horizontal load , L,A J., 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Safe vertical load tafe horizontal load <1 0 ASSUMEDTO BE 16" MINIMUM DEPTH. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 4 10 0 0 0. 01 0 0 P, LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8F44 1 B/1T 81F40 OB/1T 8RF40 OB/1T 8F32 1B/1T 8F32 0B/1T 8RF30 1BAT 81F28 OB/1T 8F28 1B/1T C) (0) /Rl� rlb� THE ELEVATION DRAWINGS Z rj UN 0 W T 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER 14 4-J C) V) IS 0 LINTEL HEIGHT. > Ln M CD C:, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED (0 Ln FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Z 0 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 2: W - Ln Z U_ Ce U CL 00 < . E Z POWER STEEL LINTEL IS AN ADEQUATE Z SUBSTITUTION " ALL LOCATIONS UNLESS _J CD NOTED OTHERWISE AT OPENING LOCATION 0 W Zo LL LLJ Z i.- U) L, M Z Z � - 0 0 0 Z<0 Z Z 8 M.: i,- Z.;:-, ZZ Q Z a: W LW R _3 =L'I?i: 8 so 8 (no WO = 0 LU C4 F- 0 Z @ Lul MIN. 57 CD r5 Ln N ri Ln < _J W 0 < Lu!� Pf �: lk� W Ln �e Ce < Z LU 0 U LU R Y Ce 0 00 F- L) CO 0 0 Z W , =C), wx g �i 2� M Z to W I =01 0 L_ Z rq 0 CD 1,2 a) UJ Z �El g <W U� L, -2: Zi ("1,4 00WXl-= LOL 2 > 9 0 .5 - W LLJ 0 LL Z < =< < 0 0 C:) =W) , 0 CY LL 0 U) Z W C LL LLJ ) LU Z Z M I N. F/I I I IN > 0 :7 0- _J 11-4 1 _J M IN. SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 16-6654 LINTEL PLAN SHEET NO. SCALE: Y4"=1'-0" L 1 11 1 NOTE: BORATE 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-& OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC 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 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 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 (11 524MM) 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(61 OMM) 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 BO7rOM 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. I 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, ITEM 6, 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 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, 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 KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 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 1012 AND 1607.7 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 CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1 -11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 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 TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1 -11, ASCE 6fTMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th 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 PCIF 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC WIO LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 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 PLIF 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.,23.2 & 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 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1, FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 + WIL 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 / A185M-04A 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+P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1 85 /A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: E111111611111111il CONCRETETYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ks! 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 PERMI7rED 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): 3 112" 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. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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, fb = 1,312 PSI, E = 1,400 KSI ALL EX7`ERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BET`TER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA 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 W1 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 R706.6.1 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'TBOLTS 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.C. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 5th ed. (2014), RESIDENTIAL SECTION R318. 4� 8.3, SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 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 FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection ancl-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. Irrigati / 'inkler systems including all risers and Ion/$ spray heafst shall not be installed within V-0" of the building side wall. 4. FRC 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. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs bdore vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - �gngete ovgpour Ind mortar along the foundation perimeter c I must be remove e ore exter or soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior verUcal 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. FIRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC 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. FRC 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-10" 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 1 -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 PROFESS IONALS'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" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND V/8" 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 DISTANCIEFROM EDGE SHALL BE Y8". 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. r�__& 0 Z 0 LUZ3 Z Z 0 Ln (D Q) C-n �_j LU 0 LLJ I- E 0 U) C') C14 U-1 E 8 a cc ce) E2 -0 co r_ N 0,00 a) (D co u_ co 00 0 -111, 005 .2 CL LO 0 'W < 0 "t CL -r' 0) < 0 8 D. N C,B D C 1(0 CD C" co- 0 - J. g 0 tX LL .,r di-M Rr > 'LIJ UKJ 1: 6 V ZA R."J'. vz L L z LL1 El Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z 0 1--j C) (Al 1 5 C) > V) p 4-J < C11- Ln ILL. Z fo ce U CL 00 < Z E Z LU W _j C) %D v 0 ED U_ 0 Z Ln - LLI Iz- LL, M U �- UUJ, 0 0 Z0 >. Z < 0 CL Z d X Z Z Z E Z_Wj ro > 0- y 0- Ln S 8 S 0_0 j�ec U=O LLI N 0 Z @ Z C:) Lr) Ln - LU _j r%4 F- P u, �i 5 X 8 LL i7i1 C) 1.1 0 LL Z !�W2:0 =) < Lr) =) U)8z� T-4 _j )l j t� Lu < C:) LL LL Z LU > 0 Z Z P-4 _j SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. S N CORNER OF HOME GARAGE SIDE uJ Im ROOF DIAPHRAGM NAILING SCHEDULE RlDr,F I INP . . . . . . . . . . . .. . . . . . . . . . . . . . i- + + -+4- + + + + + + + + + + + + + + + + + + + + + + + + + 4t . . . . . . . . + +\ . . . . . . . . . . . . . . + + + + + + 4 1-01, (TYP�) "(TYP, + + 6-4- 6-0" + 4 + + + + + + + + + + + + + 4 + + + + + + + + + + 7— + 4 + + + + + + * 4 + + + + + + . . . . . . . . . . . . . +_ + + + 9 7 . . . . . . * . . . . + + . . . . . . . . . . . . . + + + k 4- 4- + . 15/32" CDX PLYWOOD OR 7116" OSB '-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist 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 1-118" 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 1 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 314" 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 - 4' FILL CELL___� STD. 900 HOOK BOND BEAM ILL! X < CONT. #5 > STD. 900 HOOK BAR ......... , 11 '' , ................. ........... ....... ....... .. ........ ........ . 77-CONT. #5 BAR ... .7 A #5 CONT. FROM ................ ....... ............ .......... ... .. FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION___,� TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION "' INT. BRG. WALL N.T.S. 1/8" min 2" max ' Small ga 2�'min. p " . 4 max. 1 � -7 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. Ti 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 1 Od nails required when indicated or 4" a . 16" 6-16 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 Y8"GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor coli mrin w/ Inqriq 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 0 w k local building .64 1 Of -Off code for appropriate TANK -LESS W/H details in One 1 Od box areas=20 of high or--21 sinker lateral load. nail each side F1 at bearing. 51-011 STUB -OUT FOR -1 0 GAS METER 91 H C G 00 0 < = 0 b - -01 0 -1 LO 4. 0 0 0 • 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. 7-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-91- (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) USP HTW20 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. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6"o.c. Load bearing walls -7 higher than 15001b. I BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Q��' Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block Old nails require additional consideration. 10' SECTION INT. BRIG. WALL (2x4 minimum) (U—) N.T.S. Bearing wall, Vers7a;-LamLVL or !OK Glulam Beam 0 Web Stiffener Fastener Schedule Joist Bearing ocation Series � Depth I End Intermediate BC15000se 9-112" 2-1d 2-8d 11 -711" 2-8d 3-8d 14" 2-8d 5-8d BC16000s BCI 6500s UR 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60se 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90su 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d d 6-16d Plumbing Joist When joists meet over wall, provide IF-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. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch Joist hanger or drill flanges A A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES 6" 6" 6" LARGER THAN 1Y2" BE CUT ANYWHERE IN CANTILEVER 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 ly2,. 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 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. THE LARGEST HOLE. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Usl MU 5/8110 THRIL BOLT U M R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =_ AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backe r block (12" wide min.) 1= Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM SEE PLAN FOR FOUNDATION INFO 4* STEM FOUNDATION [-GRADE Filler block. r- Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs� Install tight to top flange. 114%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth z o� I —JOISTS BUCKETS N.T.S. REINF. SEE PLAN rv�l %,I lr1%1JL_ -t F V11 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'0" CENETERED @ PIPE PENETRATION� 4' 4 4. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ir , 4 A. 4 /1VIEt, IT— ... ... 11 . . = 11- L SEE FIND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE oil TOP (2) #5's x 4'- CENETERED @ PIPE PLUMBING LINE PENETRATION /F __ E7- - - - - - - - - - - - - - - - - - - - - - - - A L \ - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 __\ - . "4 I— \ , * , A 4 p - / 4 SEE FND. PLN. SIZE & REINF. 0 LO ce) 0 0 to Lu C-) U LIJ 0 -a)-, F_ E 0 V) in I-- CS1 E 0 a) CV) 0) C0 c w co E2 -0 co 'r- C14 q Rig 0) 0 .20 U_ 00 0 0 . 00 0 1 CL 0 < 8) 0*) A N. C. 11. D C _'Y 0 CNI '10 C-4 z 10 z CN 0 "v" 4 414 1 cc 1_45 -1 � � I d _J I N lu -1 4 , L.. U ,V 2 0, ca < .& IQ IL W LU Cr El Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) Z t-4 0 Q) N I -A 4-J 0 (A = %0 -, Ln 4-J N (n fa Ln Ln 0 z W — In L_ U_ 31 < E 00 z z LU C:) W _J CD %0 1- mi 0 0� foe z uJ U_ 0 LU z i.- LUMZ z U Lu V) 0 0 0 >. z < L) z 0 a- Ix z >- < U 2: l'- < z " Z LU �51 z C., b a,: Lu� 8 LO K. W :) 0 0 in Ce 0 U 0 LU N R 0 z z LU Lr) r-i r -4 e`S In V) �4 al� < z Q a LU n 0 U j:� 0 < 00 U J0 Vu_j t8 M- LL 0 z C, _0 1170 Z z I'D LU D 0 cyz: z ;i LU 8 n :1 0 LU z 0 W U-1 U 0 > — _J 0 z 2 9� ;s u- CD 0 LL Z rj� UJ 5 < �_ ro Ln = < 0RXU_ z z 0 < �Ue, Ly LL z UJI > 0 z z 14 _J SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 5oll OB NO: 16-6654 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-J NAILER STD. 90-HOOK (SEE DETAIL) 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE - (2) #5 CONT. ON 3" (1) LAYER TYPE 11 (#30) CHAIRS (TYP.) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYER ol �S 0 TYPE I OR TYPE 11 (#15 R # 0) .. tA UNDERLAYMENT FOR ROOF PITCH 4x_12. ,,--PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N�O. HURRICANE ANCHOR @ EACH 11"131 too 0 E: 11 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & lz� @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 61 19, �QPI k C_ 17-1-117 1 0Ii-r1r_LJ.) VV/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" 1 MIN. SEE ROOF WALL VV/UU I UIIIIILll- I GG NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION ELEV. VARIESk FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE E ALUMINUM FASCIA L "�N 0. 2x SUB FASCIA LSEE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE 'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. Vz"�CELLS(SEE 1/2" GYPSUM WALLBOARD 7A (1) #5 VERT. IN FILL U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER - 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC, SLAB - AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 /-NOTE:EXTEND W1.4XW1.4 VVWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE CN 00 Cf) 6 MIL VAPOR > BARRIER I> COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR 211 :11-:111-11 -11 111 ASTM D 1557) ,3" MIN.CLR. (2) #5 REBAR CONT . ON 3" CHAIRS TYP. V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 1411 O.H.D. RECESS PAVERS 'T 2� 7 4 I ILL T I H. :4. U 0? -11 F1 I r' TI IL SEE A/S3 OR J/S6 1�7 L9TI L FOR REINF. INFO. 3" MIN. CLEARANCE 1' .4" (1 STOR)j / V-8" (1 STORYw/ DEPRESSED SLAB OPT.) 1'.8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR - G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH -` (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL '/x EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"x3/16" PLATE WASHER (TYP.) C13 ELEV. 0'-0" (ALT: 112"x12" TITEN HD @ 24" OIL O.C. OR 5/8"xl O'WEDGE ANCHOR-x- A. F.F. @ 24" 211 -4 4 ELEV. 4-3 1/21' z ,�1/2" MIN 4, 2x4 CON T� A.FL: LL 7- 4 4 4 'a CD Cq 00 (3 '2 4 4 4 4- 1/2"(mi (ii �;l 4;" GARAGE DEPTH VARIES .1 L 01 I-V - I I IEEI TRUSS 130TTOM CHORD OR 2x4 BLOCKING BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE'X'@ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN I TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW UlIx TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O� USP SPT24 2 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U�N�O. CONNECTOR 4,,--4NSULATION (1) ROW 2x BLOCKING @ MID HGT. FOR WALL '1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-16". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611. FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN 1 PER CHART ON FLOOR PLAN rN Uor- or- 1 LIE- k1vI14I1lr_v_ I vn 5/8" x 10" "J" BOLT @ 24" O.C. W1 oll" or- 144 1 M 2"x3/16" PLATE WASHER (TYP.) 2x 2x P.T. 130TTOM PLATE (ALT: 1/2"x12"TITENHD@24" P.T. BOTTOM PLATE O.C. OR 5/8"xl O'WEDGE ANCHOR 1 6 6 x 6 W1.4 x W1.4 @ 24" O.C.) V WWF OR FIBERMESH WWF OR' FIBERMESH 112"(min.)- 4" (2) #5 CONT, 4 1 1' 111_111�411911' U.N.C. MIN, GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (@ STEP @ SHEARWALL SCALE: 3/4"= 1 1-01, 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. TUDS @ 16" 1 BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ') OnIA10 nI7 1) 01 r%f%I/IKIr_1 "SHEAR WALL" SCALE: 3/4"=V-0" eor-� C", 3 1/2" MIN. 1/ "(min.)- 4" 00 A �.l 4 F- �31/2"'((min-.).7 T I I- (2) #5 CONT. -111 1 lilt U.N.O. TYPICAL BEARING WALL STEP rc�c� SCALE: 3/4"=V-0" S3 �) 81, C.M.U. III I x STUDS @ 16" O/C THIRD POINTS -,,--2x ///-/-l"xPT STUD �SULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C%j LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8'x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" 3RD LAYER 1/8" THICK. @ K.O. BLOCK "I @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR P.T. PLATE -1 ----2x ASSUMED FINISHED C� E PER MANUF. N�"-#3 OR #4 REINFORCING BAR GRADE 2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi tj 11-1 J FINISHGRADE 60 2 [GRADE 60 MIN. Fv= RI 25" MIN. LAP [30" MIN. LAP] 00 MLI 1 911 > 00 9W > -1 4 "'A t> 6 MIL VAPOR BARRIEF�4f=_111 III t> I ELI 71�1 :1f 1-61 RT-Irl - 2 AA1, "I T.�-I 1EIZE I I= - ___1_#5 REINFORCING BAR R 17/8" 1 F_:.9 11 :11 F=1 I IE�E 1; #5 LAP SPLICE �9 1 F� 2�4,TJI Dil L, r; -.-, L I ZI, , - - R Cj .1 -, 36" MIN. LAP [36- MIN. LAP] UVIVW. DUIL. kILIUIVIt-AL, I r_U I U 95% MODIFIED PROCTOR ASTM D 1557) V-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=1'-O" SLAB INFORMATION, BLOCK WALL BEYOND EXPANSION JOINT - _13" O.H.D. RECESS 'ITTT�,v I F ` UFTT".1 00 L III: I I I-- 141 - I FELLIE1 r T� SEEA/S30RJ/S6--- FOR REINF. INFO. 13" MIN. CLEARANCE 1`4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. �'S SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2t' HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT ,,0-0" >Kw _:3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31/2-1 GARAGE CONCRETE NAILS W 11/2" 112" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM - ------ INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 : 14 WWF OR FIBERMESH MA .\ .. . .� 4 1 _j I I k 2 i!l �l ri I! - - 11 -, M 6 MIL VAPOR 11-17 I= I - BARRIER =T 1111 1 --1 r III I ILI 1411,411 INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-101" K S3 I' \�� 101, '--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBA'R DETAILS SCALE: N.T.S. 6 x 6 W1.4 x W1.4 min.) 4"---, z GRADE 00 (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 W, 1.11:K 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 'T S.G.D. (U.N.O.) WWF OR FIBERMESH 5:�' c� E TR iffl I r=".J 11- iL A 00 _LX U.. SEE A/S3/J/S6 FOR REINF. INF, C1. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (a) S.G.D. SCALE: 3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACEANCHOR BOLTS 6" MAX FROM L END OF 2" x PLATE Uj CL U) LLJ W T r= 11 CO (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-15". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 518- EXPANSION BOLT @24 " O.C. 1117" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6 x 6 W1.4 x W1.4 z C14 WWF OR FIBERMESH 9 11- 1111 111 1 Ir (2) #5 CONT�--' I I I ON 3 'CHAIRS TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD 9, CONT. FOOTING STEEL-\ MAT REINFORCING. c," GRADE 00 0 z i.- Uj 0 W U) LU z 00 :E < LIL 0 0 0 IF III I III fl FE1 I I= OTING -J I - I -.1111--1_111 7 BEYOND PAD REINFORCEMENT- =1 111 111 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH I SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 z Z 4-J Lij U LU 0 F_ E Of Lf) Lf) 0 (n (n M p C) .2 ON! LU E �0 Q 0 04 C) LL 00 - 00 U 0) 'con CLI I 0 .2 co L < to 0 -It 0 B D. N-C-B-D C 9- r I f�fel' - b 66, 1.0 to _Z5 ILL- 0 U, �<.,lt: _LL IL z1_ L MA IN _'m z Us To the best of the Engineer's knowledge, information, and belief, the structura I plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. 0 Z 0 14 4-J C) V) to c) > M C:) 4-J (0 Ln U_ r'L z � CY) ru .q CL 00 < z E z U.j c) W _j C:) .0� z ED EL 0 LU Z I.- v) a: Z Z. , U i- U) 0 E0 z o Z OCLIX z U F_ = WZ ZZ 19 LLI an b - S 8 U) 0 8 0� F_ Z @ a. 0 Z, LU C:) L0 In < _j LU 3: %%_000 0� < z U LU a 0 00 LU P v) cn 2 _0 (0 z Z 111.10 1 E, 1- ": 0 Z- 01 =5 z LU LU 0 C) 0 LU > r*4 V) 0 LL Z F<- 2-0- D X >- Ln 01 z 8 LL z 0 LU U. < ILL z LU > 0 Z z _j SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. S3 (MONO) Z I I I � 11 1 1 . t il it . 11 il.. I I : . !! 11 I� 111. !. IL: ; 1; �� ,v I I , i, I I A , _. 11,1144,1�0111111 01 41 (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH_\\ '5/—TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 3/4" FURRING STRIPS STANDARD 3" DIA. TEE (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/81, 8" 75/81, 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTIVI C. 926 CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d — APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK —SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 11/2" MAXIMUM STEEL AND GROUT STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED PLATE FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8xl 6 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL TO DRAIN CL, F--1 F�m—] DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING M L� FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ [I COMMON WIRE NAILS @ 4" 01C 4" O.C. FROM EACH HEADER FACE EXTERIOR J BOUNDARIES 6" O/C EDGES & 8" BLOCKING TO BLOCKING WALL CLEAN -OUT rA WALL O/C FIELD ---(2) 2x HEADER SCALE: N.T.S. �� 4 2X4 PT STUDS @ 16" O.C. PER PLAN A (2) 2X4 PT STUDS UNDER HIP v CARRIER/GIRDER TRUSS ��2x BOTTOM PLATE W/ (1) 10d @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE --- VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. SPAN WALL HEADER DETAIL MASONRYLAYOUT D� MOISTURE BARRIER ROOF TRUSS TYPICAL SECTION THRU WINDOW rB ��UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. SCALE: N.T.S. � �4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT— 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E (SEE SCHEDULE) BLOCK W] (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) � S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W1 (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B AS REQ'D -----2x BLOCKING @ MID POINT EVERY OTHER STUDW/(3)10dN ILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .7 STD. 91YHOOK -j 811 —/8', LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-10" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL — SEE FDN. PLAN FOR LOCATION TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE t EACH END C 4 4 WALL THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON —=2 2"x BUILT-UP COLUMN < DOOR STOP PSPN516Z w/ (12) 16d NAILS SEE PLAN FOR MORE INFO TOP SPLICE 000, ;2� -4 MOLDING 1, - " O.C. (14 2 ROWS 10d @ 3 18-1 Od NAILS 2x TOP PLATE GARAGE NAILS TOTAL) EA. SIDE OF o 2-16d NAILS 1@ 24" O.C. OR DOOR ir(q. SPLICE STAGGERED o o EQUAL TO TRUSS BOTTOM 2 x 6 P.T, 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING W1 MIN. 8" EMBEDMENT 1 Od @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24' 5 1/2" MIN. EMBED O.C. MAX. - P.A.F. NAILS OR PLAJ 2x P.T. E rPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. ATTACH ALL LIPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR , STUDS W/ (4) 16d TOENAILS REINF. INFO. 2k I W/MOUNTING ANGLE TOTbP PLATE NOTES: 4 IT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVERSTUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NOW PORT WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL EDGES & 8" OIC FIELD TYPICAL GARAGE DOOR BUCK us rN USP SPT22 @ EA. STUD VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED K� TOP PLATE SPLICE DETAIL P H1716 2x P.T. PLATE BLOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS S4 �ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX 7:: W/ 8" EMBEDMENT — UPLIFT CONNECTOR IS SEE 1,r'HP:r)l11 P) OPENINGS LESS THAN OR EQUAL TO 6'.0" IN WIDTH DO NOT ------- USP nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W1 STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. ��4 FF uOr or I,+ SPT241 Lisp 2X STUDS @ 24" O.C. /8"X10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE VDT WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 11 BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL--\ WITHOUT UPLIFT \-USP SPT4 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED 2x4 (N M.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"xl 0" OR FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER I All n t' AAI/ P)N V)rj 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 1' � 4' (1) (2) (1) (2) (1) LISP LSTA30 41-91 (2) (3) 1 (2) (2) (1) USP LSTA30 9'-16' (3) (4) 1 (2) (4) (2) USP LSTA30 uOr Or 1'+� SPT241 \,_r/ Or Or "+ 10 S TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING -USP SPT4 SP SPT22 USP SPT4 \2X8 P.T. BOTTOM P�ATE ROOFTRUSSABOVE 2X TOP PLATE 2X BLOCKING OVERLAPPING (2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL Ntl=V 0 1 11-1-r-INtM bAUK I -MUM OlUrO r-NUUUM TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B \-5/8"x10J" BOLT @ 24" O.C. MAX. USP SPT4 W/ (6) USP C (MIN. (2) PER BOTTOM PLATE) (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" \—(2) 2x HEADER SEE PLAN USP SPT4� SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) \,�4� \—INTERIOR HEADER f 1 Od NAILS @ 4" NAILS @ 6" O.C. MOUNTING BASE SHOWN 1 Od NAILS @ 8" A — 10d FOR CLARITY SEE DETAIL IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED K/S4 GARAGE ENTRY FORM DETAIL OIC TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED ONLY EXTERIOR HEADERS 0 0 TRANSOM FRAMING IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x -*- (1) 2x SILL PLATE W/ (2) N BEYOND. CRIPPLE STUD \-NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) GARAGE FLOOR SLAB 8x8x1 6 C. M.U. 12d TOENAILS. OPENING TRANSOM PLYWOOD TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x FRAMING SHEATHING SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING 0 GENERALNOTES PLYWOOD FASTENED TO TRUSSES GARAGE DOOR TRACK EACH SIDE ............ SEE SECTION AA/Sl AND WITH 8d COMMON WIRE NAILS @ 4" SLOPE FORWARD CONNECTION ASSEMBLY ... GARAGE DOOR ROLLER BB/Sl FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES FOR DRAINAGE ...... --------- "'�2x STUDS TYP. ........... ...... GARAGEFLOOR DETAILS & 8" O/C FIELD TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S4 USP —PLYWOOD GARAGE DOOR $7 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING SPT2T� SHEATHING P MASONRY WALLS NOTED WITHOUT UPLIFT -RECESS S 0� 5/8"X1 0" J-BOLTS @ 24" O.C. WALL BELOW MOUNTING BASE DETAIL LINTEL SU PT4 USP MAX. (MIN. (2) PER BOTTOM SPT4 4 PLATE) SCALE: N.T.S. 4 ALTERNATE: P.T. BOT. PLATE EE PLAN FOR FOOTING P01 IRED CONCRETE BASE FOR BOTTOM OF MOUNTING B E A" 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE I @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL SHED FORWARD THIS DRAWING.- WALL HEADER DETAIL I I - FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. PARTIAL INTERIOR ELEVATION /8"X1011 "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �4 (MIN. (2) PER BOTTOM PLATE) � �4 (D f :7 co CO L/) (D (3) (—/) Lu C) U LU 0 L/711 :D E 0 (n co ce) U0 � .2 0 CC,,,) u LU E 0 0 M V) W M 'r- N y q) 0 0 LL 00 M 0 aw) W -00 CIO) I fz- CL 0 < CM LO 0 0< 0 ATN-C 8 D. B-D C LO 0 ......... b S E Cj Ct C,�40 C 'IG 0 Z CJP El To the best of the Engineer's knowledge, information, and belief, the stru within these d'awings comply with the Florida Building Code 5th Edition ( 2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 6— C) 0 z N 0 cu P-4 4-j Ul > V) ro C:) p z 4-J M Ln 0 2: (1) — Ln < L.L z rn ce U M j 00 < z § E z M LU C:) W -j C) "0 0 Q� ZO LU LL LU Z l.- a: LU co z z u8Lu modo 9 z >. z Z 41 - LU z Z a C� W Uj fy) U 0 8 2 � LLI N Z @ uj z: z 2 Ln f%4 CL �2 0 z U a 0 < 00 U u, R 3 E t5 zn Zwo -0 Z Z , - 2: �a Z CY z LU Cz, 8 0 LU 9 0 C:) Ili LU 0 LL Z < < x 0 W 0 >— rt) U-) 3 2 0 LL Q .. Rx z 0 z < 0 jee W )_ �e LU 0- c) ILL z LU > I.— 0 Z :5 z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5 m 11 JOB NO: 16-6654 SHEET NO. S4 USP HGAM 10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD---j— BLOCKING F x In" x OR TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @ 24" O.C. 7 All SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER I./ �77� 2'lx4l' OUTLOOKER @ 24" O.C. FIRST FOUR ROWS OF 45' 24" MAX. FEUA TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE TRUSSES @ US P RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CRO§S BRACE Q L @ EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT It "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d @ 8'-011 O/C. EXTEND @ LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. AB E TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ FROM LEDGER TP ATTACHED W1 1 Od EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR L_ -1 l.r z I I [-I L I CEI f1i I 'N-W 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2X4 "T" ON TOP OF PANEL BLOCKING \-WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTENWITH 10dx3" @4"OIC SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. if WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM— USP HTA20 OR EQ. @ 6-4' O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" OIC MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION ri TAPCONS. SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. �5 SCALE: N.T.S. REFER TO DETAIL J ON SHEET S5 FOR C_4 x X-BRACING, AND TOP Cj CHORD BLOCKING 00 00 INFORMATION co - 142 WOOD TRUSSES 00 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ 2 - 16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEARING LOCATION KD btt I Yt. WALL Z.111=`L; I IUN t-Uh ADDITIONAL INFORMATION. SCALE: 3/4" V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING -�7 3EE PLAN FOR OCATIONS) 1 Odx3" OIC TOENAIL 6" O/C W1 (2) 16d TYPICAL (2) 16d PER NAILS JOINT _.___2"x4'l MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 0W411211 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"X4" CROSS BRACE RIDGE FASTENED AT APPROX. 8" FROM EACH JOINT W1 (2) 10d & (2) 10d TOE NAILS @ EA, END 2X4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16-d TOENAILS SEE STRUCTURAL----\ NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULEFOR SHEATHING DETAIL f 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL - Top C KING TOP CORD BLOCkING LISP RT1 6 OR EQUAL @ NOTES AND NAILING 0 F11,1 JCR ROWS FOR FIRST FOUR ROWS MAX. EA. OUTLOOKER SCHEDULEFOR LFR OF TRUSSES @ EDGES OF TR EDGES 'K:DOUBLE SHEATHING DETAIL OF SH TYPICAL OF SHEATHING TYPICAL DOUBI TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APP ROX. 2�4 C, APPROX. 8" FROM USP USP 8" FROM RIDGE FASTENED AT 8 FR( RIDGE FASTENED AT SPT4 @ EA,/ EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END LL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE /�OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED (2) - L 2x4 PANEL BLO 2x4 BLOCKING CKING @ 4811A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END _V2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W1 (2) 16-d TOENAILS 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. �, �5 2x4 OUTLOOKER BACKNAIL W/ (2) 16d NAILS @ 24" O/C TOP CORD _F BLOCKING FOR USP RT1 6 OR 0421 FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. BRACE TO EXTEND rA'L" T LEAST 90% OF WEB LENGTH (SEE TABLE) AB TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W1 1 Od NAILS @ 6" O.C. SAND 12" O.C. FIELD [USP HGAM10 W1(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS !F7_�-_�_�,ICONNECTION 2X4 BLOCKING W/ (2) 12d TOENAILS SECTION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x47' ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) V., v i,. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 OUTLOOKER FBACKNAIL W/ (2) @ 24" O/C K _F BLOCKING FOR USP RT16 OR IRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. /-"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABL TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" I O.C. FIELD /,(2) 16d NAILS --2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" OIC \\-USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2X4 BLOCKING-,,," 2x4l" BLOCKING @ 48" O.C. -1 6d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE "L" BRACING DETAIL SCALE: N.T.S. ; W 4� 2x47' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED ---16d NAIL W1 10d NAILS @ 4" 0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DE 6 SCALE: N.T.S. S5 DIAPHRAG BLOCKI @ 48" O/C / NG ,,-GABLE TRUSS TRUSS VERTICAL . . (2) 2"x8" "L" BRACE USP SPT24 @ EACH STUD FASTENED WITH (3) SECTION 16d PER SIDE SCISSOR GABLE 1171 BRACE SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" OIC — MOISTURE BARRIER \-BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN I CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. k\�_S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-0" 3'-04'- 61-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN z W 20'-0" MAX 20'-0" MAX "V BRACE SEE DIET. JIS5 r- CONTINUOUS BOTTOA CHORD BRACING 2X4 MIN. < LU UJI = C:) 9 C? z CD Uj W M < 9 9 C) 9 ED F] C) I W NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 54M ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W1 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D V) (D Q) — Cn 4-J LU n U 0 LU I D-* V) Z:) T E W U) C') V) C) .20 co I.- CN LU E 9 cl) 0) co �a -0 co 0 .20 M win a) cn CD U_ 00 :3 - 00 0 M iz, 0 < 0.0 Lo 0 't 0. _11 0 < 0 A I 11 C, D"C C11 C,41 V Q C-4 U4 LU W. -."i - 45% 0, —Cn —:3 0'. um 'D p, Z5 3% juD ys;E rl- z 2� L LL '54, W�r,,j 0 if El El Tothe bestofthe Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C) Z r,,] 0 CU N P-4 4-J C) v) :3 %D z > U-) M M C:) 4-J fu Ln _0 V) V_ V) " N -2 U_ z ro U>- fa, T-4 CL 00 E LLJ C) Wz _j C) 0 Lul fxl ZO LU Z 13� LU � z of 2: 'Unj 0 >_ z < 0 z zonw z >- . S) 8) fn 3: 8 a �; Ce =0 LUN a. 0 z U.1 z ly UJI C:) T__I N L0 r1j 1171114 e"%% Ln <T_q 0:� ce Z LU 0 8 2 0 < 00 U Pu ')! -m' 2 0 Z. ci� ZE ,0 �_ z By Z 2 s U-1 U, C) 0 Z UJI r4 q U g5LU�i6 2! _j fN 2 8 LIS > U_ 0 U_ z < -, LU 2: 0 Lr) n!� 2 0 CY 2: LL z 0 =-I .8e LZL, < < x c) U. < g U_ z LU > 0 _j SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: IFFLORES VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. S5 1X4 /2" DRYWALL DOOR JAMB (REFER X4 /2" DRYWALL DOOR JAMB (REFER 1X4 F1/2" DRYWALL I A'* UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 F P.T. F-1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX. PROPER INSTALLATION 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. ;�5 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 'E 1 X 4 VD 1. #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED XQ - ATTACHED WALL SHEATHING TO X 4 3/16"0 X 3" LONG FURRING 3116"0 X 3-1/2" LONG FURRING #5REBAR AND NAILED W/ 8d COMMON @ ><D ><D: 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS (TYPI) 6" O.C. EDGES AND 12" O.C. FIELD V TAPCON. INTO TAPCONS STAGGER, D STAGGERED @ 16" 2X8 8 BLOCK@ SPACING 1" DETAIL r O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" 0 . C . 2-ROWS INTO 2 1X8 2x BAND JOIST W1 FACE NAIL 1 Od PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH DETAIL STD. 90A D. 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CE LLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. A, WEB 3/16" x 3 -1/2" A TAPCON @ 16" TA P CO N L> FB E7 ETAL SEAT PLATE C' 0 O.C. & 4" FROM 4 FR 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1X4 1/2" DRYWALL I All NOTE: NO LAP SHEATHING TO LAI H END DOOR JAMB (REFER EACH END W/ MIN. K FOR DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR F - 9 4EA 2 EDGED IS7 TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 2.0 C. 10d @ 12" O.0 I W1,T FURRING 1000 \_USP M 2X8 P.T. WITH 3/16"' X 3" 3/16"0 X ±211 NOTC @ FIRS COURSE HGAM10 @ 12" O.C. w/4-SDS 4 S LONG TAPCONS 1141 1/2" S R I 9 P T Az or:r 2x P.T. AS REQ'D )Ysz 2X8 P.T. STAGGERED @ 16" O.C. 2X8 L JOIST & (4) 3/16"x1-314" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK ±5A_- BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS��cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �s SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 114" TAPCON ( 11/4" MIN. A -A = 1890 # FOR 2 STRAPS ""-FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX A. SOLID W/GROUT Ir 2-0. 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG, & BUCK 1/4" x 3 1/4" TAPCONS USP RT1 6M W1 (8) NAII 1 NAILS & (6) J" x 241" BLOCK HEADER . . . . . . . . . . . . . . TAPCONS 1/2" DRYWALL . (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) a 10d NA NAILS AND ILS x 11' 2 �8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE T (4) 1 X 142" WEDGE BOLTS (1) STRAP 1225 4 INTO (4) 10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) 2 x 8 BRACE/ BLKG. BLKG 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 11/2" ,oLE IN o s, - FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA � sA B,, ---2 x 8 45 DrAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR R FURTHER INST UCTIONS.�: SCRIBE (NOTCH) ,-7,.,,,N,,, ,, , TR, 9 BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL 14 OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. f \_2 N.T.S. INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB 4. INTO ARCH BLKG, PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3X'TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH OFARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI-D. ARCH DETAIL .RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" A, 0 TO TRUSS TOP CHORD O.C. + 1 1-01f 51-01' SCALE: N.T.S. 12 + + 7'/Y PLYWOOD SHEATHING F_12 JACK TRUSS PROVIDED BY EE 3EE TRUSS COMPANY OR PLAN N 2x6 #2 SYP @ 24" O.C. + + + + + + + + BLOCKING AS AjjLfINISHFLOQj1 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1114" MIN. B-13 ROOF SHEATHING ATTACHED /ALL + REQUIRED EMBEDMENT INTOI�.) /4" MAX 21-011 8" PER NAILING SCHEDULE >1 TO SUPPORT TRUSS + SOFFIT A , A #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + + loo" A CENTERED W1 IN TOP 1 X4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP I A 9 EACH TRUSS CHAIR BLO K 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN-, 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN� PROVIDE 2x V CONNECTOR MONO FOOTING A L % x VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS - JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 *% CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. bENTER SOOIT DIRT TO BE INSTALLED 00, BUILT UP PLWD, BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ,-STANDARD 9D SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 99 #5 BAR IN HOOK N TO FIT ARCH CONNECT W1 IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, :It, L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-O'f) L, k, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" x ft-, .";- INSTALL WDW, SCREW — THRU OSB INTO 2 x 8 O.C. sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-13 ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. � �s SCALE: 3/4" T-O" 1\1 �s SCALE: 3/4" V-0" � �s SECTION DETAILS SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE 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 SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W , W , M * AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SEr'EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" 5" EMBEDMENT & 3" MIN. 0 U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL 'HEIGHT W1 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ UJI NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 A THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU _j a_ REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _L1LL-,,j I u- CL PRESS PANEL REINFORCING INTO PLACE. L ''I I I 0 z 5X6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ LLj;:::; 1=1 117 EXISTING FOOTING 2-#5X6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL C/) in CN FILLED CELL DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE ILI F''Ll I- SET BAR IN EPDXY 7 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. Cl) 04 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \/1 - - " 1> \\\—(2) #5 REBAR. MIN. 3" SIN N r TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) BE PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60 L 16" MIN. COVER EA. WAY SECTION GLASS BLOCK SHALL INSTALLED 00, 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF"'�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 MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" � �s 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. G 1� C) U) z Ln CD Q) C—n LU U Lu E L/711 V) 0 0 (n .20 M 1�_ E 0 co 0) 0 r_ M C9 �w -0 cn _04 8 0 0 C) ILL co C) a) 05 0. t-- & 0 06S 9< C5 AT i, .6 co CF) U) C', LO 2 S 1CF:1 Z1. 0 LL_ r -r- 0 Ud ::t �vg O:z 0 -.1 411;), 'a 40 _JR. 04 C) LL " 14e S " C) El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c::) C) z r_j 0 cu N P--4 V) C) z > CY) C:) fa Ln -0 0< (n - tun) k z 0) _= Ln " LL CL e-s � (y) ra q 00 10 z E W z z LL 0 LLJ Z a: LU Co Z z x 8 � R 0 Z >. z 0 Z Z< U X 4 Z. zz 0 LU uj 08 L S 3r. .0 8 EA Q� 0 LLJ N 0 z LU z LH C:) L0 r1,4 t-4 eO"'4S Ln F_ Uj 0 _<j LU F- 0 00 z Nu, LLJ 11290 LU U) r �_ z en LL 001 _0 Z Z to 0 =0 L�U: �Z- CY- z Uj �� M 0 00 LU rq 00 LU YE 2 > 9 5 C) 0 U_ z < r x 0 < Lnz < 0 T-q v- LU I_— c) LL < z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 5oll JOB NO: 16-6654 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER wl 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE AL--, VARIESW/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER ,EXTERIOR. WALL SCALE: 3/4" = V-10" CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT Z-10" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) 1 Od X 1 1/2" EACH TB PRE-ENG. TRUSS --/ / I CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF SHEATHING PLAN N I SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP,BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS N G.T. -iP ADD 2X4 ALONGSIDE 7CF TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER �ES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 09L VARIES 2x4 #2 SPF BRACING 16" 0. C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD OIL SEE PL AN FOF TOP OF WALL MASONRY WALL SEE PLAN FOR MORE INFO. SCALE: 1/2" V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 33OMMON TRUSSES. 33EE TRUSS PLAN -OR CONNECTION NFORMATION. ARIES SEE PLAN �OR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR @ 3" FROM EACH END & 16" O.C. MAX. SECTION @ ENTRY � �8 SCALE: 3/4" = V-0" SCALE: 1/2"=V-0" USP SPT24 TOP AND BOT. W/ 12 1 Od NAILS @ EACH STUD MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 1 Od TO PLATE & (11)1 Od TO COLUMN TOP OF TRANS SEE PI AN TOP OF WALL SEE PLAN IF REQ'D USP SPT22 W/ (10) 1 Od NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS @ SILL MIN. 2x4 P.T. W/ 1/4"X3" TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. MIN. 2x4 #2 SYP BASE PLATE W/ -11'ANCHOR BOLTS@ 16" 2 O.C. & 3" FROM EACH END (2) 2x BUCK ATTACHED PER PLAN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT, PLATE TOP @ TF BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2X4's OR 4x4 W/ (2)-1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(1 0)-1 Od x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(1 3)-1 Od NAILS Ea TO COL. TIE BEAM BEAM RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" 1 -o,, FOR WALL BETWEEN ROOF SYSTEM M IN. (2) 2x4 SPFTOP PLATE USP LSTA30 W/ (11) 1 Od TO PLATE & (11)1 Od TO COLUMN USP M34 W1 (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER (REQ'D IF OPENING LARGER THAN 4--10") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED W/10d @ 8" O.C. (2) USP MSTAM36 STRAPS CENTERED W/ (13) 1 Od NAILS AND (8) 1/4 x 2 1/4 TAPCONS. [NOTE- IF HEADER IS LESS THAN 8" ABOVE MASONRY WALL CONTRACTOR TO INSTALL MSTAM36 STRAPS TO HEADER & INDICATE LSTA30 STRAPS CAN BE IGNORED] P.T. SILL PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM USP MP34 W/ (12) 8dxl 1/2 NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4'-0") 'OPTIONAL FRAMING TO BE MIN. 2x4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION LINTELS AT ENTRY DOOR W/TRANSOM - 1 I SCALE: 1/2" -01, 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 ENTRY FRONT WALL - SCALE: 1/2" V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE (2) 2x4 CONT. TOP PLATE PER N *NG C H ED E L' S U L SEE (2) 2x, IGH PLAN U P U S R USP SPH4 EACH STUD S SEE PLAN 4) IGH TRUSS�� PL H BRG. SEE PLAN 0 CO FOR CONN. 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE STUDS UNDER G.T.) USP LSTA 18 EACH STUD 2x #2 SPF STUDS SEE PLAN FOR MORE INFO EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION PLAN$ LOW TRUSS SEE BRG. FOR CONN. SECTION AT DOUBLE BEARING_ SCALE: 1/2" = V-0'; (D LO Z co M-M-ft-M& kii V) (D Q) Cn 4--J LU M Q U 0 U-j E V) =3 0 2 co L/) 20 04 C) LU E 00 Q Cl) M M C W M .0 "I c,".. 04 MIN 40) 000 = M 00 S -co a) (on .2 iz, a8 0 -'.,d 0 < LO :S 8 D N-C B D C %It, ... fill IV LO C0 N', N CD& --- tD 116 4t,2 51\ -, b. rrEj .6a > 0 0 z 10 1 M,- 'n "0 4:, co OXA�� I: Uj W 10 M El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C:, Z f-j 0 aj N �--4 4-J C) U0 — :3 ;-0 > (n M 14 0 41 M Ln N (00 U-) < LZ LL a. 01-% Z , fy) Q� U>- M j C. 00 E C:) IT WLU -j CD z LU U- U0 z I . U-j z, 1z 2 aa� l- z "nu 0 0 102 0z >z zo 12 z M =, 3: u 8 tnjn�;Wo X: 0 Lu C, l- ce 0- 0 z @ Uj z Uj Lr) r114 C1.4 00-"N Ln W 1%.00 LU 0 '3� < ZO 0 < 00 ru- �Uo` Tj� -0 (0 Z z LJJ Ll'z'�,i z 0 8y =z, ul UJ a 0 0 z 10 u P > Uj r*..j 0,5 2 20 8 I C) U) W LU 0 U- z <0 1<11� Q<� �� 6 2 M <,� Lr)z =) 0 0 Cyx u- V) U, 6 z 0 Nr 0 -1 0� LU 0. C:) U. LL Z - - o LU > 0 z LLJ :5 z ll�-4 _j W SCALE: AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5s 11 JOB NO: 16-6654 SHEE7 NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER BARRIER RESISTIVE 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 S DO NO- BOTTO F1 A Nr-'l SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW Scale: NTS ''n WEATHER /E BARRIER & �ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING E NM 8 kSHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-l" 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 SUBIFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WP( SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST STALL SELF -ADHERED -ASHING JAMB & HEAD ASHING, SEE -ANGED WINDOW EE DETAIL WP01) --LF-ADHERED FLASHING, (TEND A MINIMUM 6" ERTICALLY FROM )TTOM OF iRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING S 0 0, WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH . , _` - I.--.1....'�. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED ASPHALT RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST ET Me OUTSIDE CORNER UIT M11 400 SCORED RELEASE PP PER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 5Q Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1. 1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FIVIA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-Inch (No. 26 Galv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as n each detail that corresponds to the numbered items in the list of (Di 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 (16" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ...... .... .. .... Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing oe Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE pigs 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ce) W < V) 0 Q) U-"> (D 4--d LU M 0 0 v V) E 0 Cn In, LU E 0 C, 0) co C M M T :2 CO C\1 43 0 C) LL CO 5 -00 C) cn a) 5. 0 2 i:�- (0 0. C, < 0 L. O:s .e CL A I B R C" 0 C1> LO - co, Y, C,4 U) C� CJ U., . I— d 0 ul Co Z :3 G Co r 14W 41Y I- In r, r� o U_ U_ Cq 43 co LLI _J LU LU W 0. '20 Z 0 = 0 < IL = M rn Z W 0 04 0 `2 M 6 Cal 0 E] To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. c) C) Z 0 14 4-J C) V) 1:5 �.D '.., > V) ro . M Z 4-1 < Ln M Ln d- Ln 2: (A 0 CU - Ln L_ LL Z CL Ce U>- CL 00 < Z E W Z LU _J C:) 110 0 0� Ce Z LU U_ LU Z Ln M Z Z U 8 LAU 0 0 Z < 0 9 Z Z 0. Q� 0 U Z >7 < 2: Z < Z Z U Z 0 W � :5 LEE _J i 0 08 4 C) fy) ica� 0 Z) LU 2 a. 0 Z @ LU = Z LU C:) Ln 0 r_J _J un < LU C) U1 0 LU W < !�;� 0 < 00 Z Z g 0 LU 0 0 U U Lou F_ -_Ojo� 2 rs -0 M Z Z 9,,..0 LL LEI F_ zzxoz CY-- Z a 0 ::1 0 Z0 UJ rN 0 ULU _J r44 0 8H82 LL C) �� LU 0 LJ_ Z < 2: 0 0 ro Ln 2 (Y 2: LL 0 Ln Z < 0 LLJ _J LU _J UZJ < X 9 C:) LL LL LU Z > 0 SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES' VERSION NO. 5,11 JOB NO: 16-6654 SHEET NO. W P PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product �Descrlption pproval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark IFI-1 5225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FLI 5225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL1 5000. 1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FLI 5332.1 - FLI 5332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FI-15279.37 +30.0/-32-0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FI-15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FI-15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FI-15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FLI 1537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FI-15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 158011590 FI-15288.1 - FI-15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL1 5288.3 - FL1 5288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FI-15278.4 - FI-15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FI-15278.7 - FI-15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FI-15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FI-13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL1 5272.1 - FL1 5272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FI-5444.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underlayment FI-12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FI-5219.3 N/A Florida Metal Products, Inc Vent RV1 0 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL1 7202.1 N/A O'Hagin ManufacturiTg, LLC O'Hagin's Cloakded Vent Tile FI-16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FI-7849,26 N/A Boral Tile Saxony 900 FI-7849.13 - FI-7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FI-15076.1 - FI-15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FI-12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FI-13578.1 N/A &STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - FL 1999.4 N/A MiTek Industries, Inc. Truss Plates FI-2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FI-1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FI-1645.1 N/A Weyerhaeuser Engineered lumber - TJI FI-1630.1 - FL1630.11 N/A Weyerhaeuser il-evel Rim Board, LVL, PSL, LSL FI-6527.1 - FI-6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL 1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FI-5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL1 1383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE < USP Stock No. A3 USPI-�n-ectors-- Florida Statewide Product Approval No. FLI 7244.1 > Evaluation Report Basis ESR-3455 < Simpson Stock No. A23 Cross Reference Florida Statewide Product Approval No. FL1 0446.2 > Evaluation Report Basis ESR-2606 H D210-2 FL1 7232.3 ESR-3445 HU210-2 FL1 0655.20 ESR-2549 HD212-2 FLI 7232.3 ESR-3445 HU212-2 FL1 0655.23 ESR-2549 HD216 FL1 7232.3 ESR-3445 HU216 FL1 0655.29 ESR-2549 H D216-3 FL1 7232.3 ESR-3445 H U21 6-3 FL1 0655.29 ESR-2549 H D26 FL1 7232.2 ESR-3445 HU26 FL1 0655.31 ESR-2549 HD28-2 FL1 7232.3 ESR-3445 HU28-2 FLI 0655.34 ESR-2549 HD410 FLI 7232.4 ESR-3445 HU410 FL 10655.44 ESR-2549 H D412 FLI 7232.4 ESR-3445 HU412 FLI 0655.45 ESR-2549 HD610 FL17232A ESR-3445 HU610 FL1 0655.51 ESR-2549 HD0410 FL1 7241.5 ESR-3444 HUCQ410 FL1 1468.11 SIM200804 HGA1 OKT FLI 7236,6 ESR-3448 HGA10KT FLI 1470.4 SIM200803 HGAM10KT FLI 7699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 HHCP2 FLI 7236.7 ESR-3448 HCP2 FLI 0447.2 ESR-2551 HTA16 FL1 7680.2 Evaluation Report HETA16 FLI 1473.5 SIM200802 HTA20-18 FL1 7680.2 Evaluation Report HETA20 FL1 1473.5 SIM200802 HTT16 FI-17324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 HTT4 FL1 7219.2 ER-0200 HTT22 FL1 1496.1 ES-0130 HTT5 FL1 7219.2 ER-0200 HTS16 FL1 0456.22 ESR-2613 HTW16 FL1 7244.8 ESR-3455 HTS20 FLI 0456.23 ESR-2613 HTW20 FI-17244.8 ESR-3455 HTS24 FLI 0456.24 ESR-2613 HTW24 FL1 7244.8 ESR-3455 HTS30 FL1 0456.26 ESR-2613 HTW30 FI-17244.8 ESR-3455 HTSM16 FLI 1473.11 SIM200802 HTWM 16 FL6223.2 Evaluation Report HTSM20 FLI 1473.11 SIM200802 HTWM20 FI-6223.2 Evaluation Report HGT2 FL1 0456.18 ESR-2613 HUGT2 FI-6223.3 Evaluation Report HGT3 FL1 0456.19 ESR-2613 HUGT3 FI-6223.3 Evaluation Report HUS210-2 FLI 0655.92 ESR-2549 HUS210-2 FLI 7232.7 ESR-3445 HUS212-2 FL 10655.93 ESR-2549 HUS212-2 FLI 7232.7 ESR-3445 HUS26 FL1 0655.94 ESR-2549 HUS26 I'Ll 7232.7 ESR-3445 HUS28 FL1 0655.96 ESR-2549 HUS28 FL1 7232.7 ESR-3445 HUS28-2 FL1 0655.97 ESR-2549 HUS28-2 FL1 7232.7 ESR-3445 LU24 FL1 0655.103 ESR-2549 JL24 FI-17232.8 ESR-3445 LU26 FLI 0655.104 ESR-2549 JL26 FLI 7232.8 ESR-3445 LUS210-2 FLI 0655.107 ESR-2549 JUS210-2 FL1 7232.12 ESR-3445 LUS24 FLI 0655.109 ESR-2549 JUS24 FL1 7232.11 ESR-3445 LUS26 FL1 0655.111 ESR-2549 JUS26 FLI 7232.12 ESR-3445 LUS26-2 FL1 0655.112 ESR-2549 JUS26-2 FLI 7232.12 ESR-3445 LUS28 FI-10655.113 ESR-2549 JUS28 FL1 7232.12 ESR-3445 LUS46 FLI 0655.118 ESR-2549 JUS46 FI-17232,12 ESR-3445 LEG3 FL1 0667.71 ESR-2615 KLEG3 FLI 7241.15 ESR-3444 MST60 FL1 0852.7 ESR-2105 KST260 FL1 7244.15 ESR-3455 LSTA12 FL1 0852.4 ESR-2105 LSTA12 FL1 7244.18 ESR-3455 LSTA15 FL1 0852.4 ESR-2105 LSTA15 FL1 7244.18 ESR-3455 LSTA18 FL1 0852.4 ESR-2105 LSTA1 8 FL1 7244.18 ESR-3455 LSTA24 FL1 0852.4 ESR-2105 LSTA24 FL1 7244.18 ESR-3455 LSTA30 FL1 0852.4 ESR-2105 LSTA30 FLI 7244.18 ESR-3455 LSTA36 FL1 0852.5 ESR-2105 LSTA36 FL1 7244.18 ESR-3455 LTT19 FLI 1496.3 ER-130 LTS19 FLI 7219.3 ER-0200 LTT20B FLI 1496.3 ER-130 LTS20B FLI 7219.3 ER-0200 LTT131 FL1 1496.3 ER-130 LTT131 FL1 7219.3 ER-0200 LTS12 FL1 0456.29 ESR-2613 LTW12 FL1 7244.8 ESR-3455 LGT2 FL1 1470.7 SIM200803 LLIGT2 FLI 7240.2 ESR-3447 LS30 FLI 0446.15 ESR-2606 IVIP3 FL1 7244.22 ESR-3455 A34 FLI 0446.3 ESR-2606 MP34 FL1 7244.23 ESR-3455 LTP4 FLI 0446.19 ESR-2606 IVIP4F FL1 7244.24 ESR-3455 LS50 FL1 0446.16 ESR-2606 MP5 FL1 7244.22 ESR-3455 WM1416 FL1 0667.86 ESR-2615 MPH3516 FLI 7240.3 ESR-3447 MSTA12 FL1 0852.8 ESR-2105 IVISTA1 2 FL1 7244.18 ESR-3455 MSTAI 5 FL1 0852.8 ESR-2105 MSTA1 5 FL1 7244.18 ESR-3455 MSTA1 8 FL1 0852.9 ESR-2105 MSTAI 8 FL1 7244.18 ESR-3455 MST,A*)A FL1 0852.9 ESR-2105 MSTA24 FLI 7244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA36 FLI 7244.18 ESR-3455 MSTC40 FI-10852.11 ESR-2105 MSTC40 FLI 7244,26 ESR-3455 MSTC52 FL1 0852.11 ESR-2105 MSTC52 FLI 7244.26 ESR-3455 MTS12 FL1 0456.33 ESR-2613 IVITW1 2 FL1 7244.8 ESR-3455 MTS16 FLI 0456.34 ESR-2613 MTW16 FL1 7244.8 ESR-3455 MTS18 FLI 0456.35 ESR-2613 MTW1 8 FL 17244.8 ESR-3455 MTS20 FL1 0456.36 ESR-2613 MTV\r2O FL1 7244.8 ESR-3455 MGT FLI 1470.9 SIM200803 MUGT15 FL1 7240.5 ESR-3447 MBHA3.56111.25 FL1 0866.12 ESR-2616 NFM35XI2 FL578.2 Evaluation Report MBHA3.56/16 FL1 0866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report HDU2-SDS2.5 FLI 0441.4 ESR-2330 PAU44 I'Ll 7239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PAU66 FL1 7239.13 ESR-3449 FGTR FL1 1473.2 SIM200802 PHD2A FL1 7219.4 ER-0200 CS16 FLI 0852.1 ESR-2105 PHXU3516 FL1 7241.20 ESR-3444 HI FL1 0456.5 ESR-2613 RFUS FL6223.5 Evaluation Report H10 F L 10456.6 ESR-2613 RS150 I'Ll 7244.27 ESR-3455 H10-2 FLI 0456.7 ESR-2613 RT15 FL17236.11 ESR-3448 H10A FLI 0456.6 ESR-2613 RT 16-2 FL1 7236.10 ESR-3448 H3 FLI 0456.13 ESR-2613 RT16A FL1 7236.10 ESR-3448 H4 I'Ll 0456.14 ESR-2613 RT3A FI-17236.11 ESR-3448 H5 FL1 0456.15 ESR-2613 RT4 FI-17236.11 ESR-3448 H2.5 FL1 0456.11 ESR-2613 RT5 FL17236.11 ESR-3448 H2.5A FLI 0456.12 ESR-2613 RT7 FL1 7236.11 ESR-3448 H8 FLI 1470.3 SIM200803 RT7A FL1 7236.11 ESR-3448 spi FLI 0456.41 ESR-2613 RTSA FL1 7236.11 ESR-3448 SP2 FLI 0456.42 ESR-2613 SPT22 FL1 7244.30 ESR-3455 SP4 FLI 0456.43 ESR-2613 SPT24 FL1 7244.31 ESR-3455 SP6 FLI 0456.44 ESR-2613 SPT4 FL1 7244.32 ESR-3455 SP8 FLI 0456.45 ESR-2613 SPT6 FL1 7244.32 ESR-3455 SPI-14 I'Ll 0456.46 ESR-2613 SPT8 FL1 7244.32 ESR-3455 SPI-16 FL1 0456.47 ESR-2613 SPTH4 FL1 7244.32 ESR-3455 SPI-18 FLI 0456.48 ESR-2613 SPTI-16 FL 17244.32 ESR-3455 U24 FL1 0655.141 ESR-2549 SPTH8 FL1 7244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SUH24 FL1 7232.14 ESR-3445 HHUS410 I'Ll 0655.4 ESR-2549 THD28 FLI 7232.17 ESR-3445 HGUS5.25/12 FLI 1468.11 SIM200804 THD28-2 FL1 7232.17 ESR-3445 HGUS414 FL1 1468.10 SIM200804 THD410 FI-17232.17 ESR-3445 HDQ8-SDS3 FLI 0441.1 ESR-2330 THD412 F L 172 32.17 ESR-3445 MSTAM24 FLI 1473.19 SIM200802 THD612 FL1 7232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 THDH414 FL1 7232.18 ESR-3445 MSTCM40 FLI 1473.19 SIM200802 UGTS3F FI-2033.1 Evaluation Report HHETA20 FL1 1473.9 SIM200802 UPHD8 FL1 7219.6 ER-0200 LGT3-SDS2.5 FL1 1470.7 SIM200803 - LGUM26-2 FL1 1473,12 SIM200802 PA Numbers PA1.0-PA1.4.dwf Tampa C- Cn > 2 Ca. ca. = 0 0 CY) co -0 (n -L-f 0-0-0 0 o 0 CU 0 0 CU U- 0 > w -0 ID U) E L- LO- 0- co '-+0- < A MJ (3) E LU Z IL I-- Q) (2) c- C/) 0 L- CL CL 0 U) SHEET NO. PA 1.0 I -r 0 � Florida Department of Business & Professional Regulation P.Picti Building Codes and Standards 7rAbbjis Product Approval Application Detail 22ft Entlibror 2911 29k Date Pendina Oak M= Version Manufacture Enalmor & License Warlord By Validated Submitted FOCAporoviii Approved two Revile. 2014 Themac-Tru Corporation Rick Wright National Accradiftatim & 114- J. 19.g. P.E. 02(2&'2015 02M=015 OaAMM5 Approved Cabillowy. E.WW Doom (419)2WI740 Management Institute @113) 787-8283 Subcategory: SWInging Exterior Door Assemblies Compflutce, Method: Certification Mark or Usting cm Aug Q,IftA�- - Approved for Use A-d to, Use In HVKZ outside HVHZ Inice Bulgilial Dolan P�m 0. Ou"t;Smooth-Startiquot and liqu0t;Senchmark by 0 and S/D Opaque, and Glazed Fiberglass Door with IMM202i - NO Y" No WA Themns-Trali and without Sidellfirs. Inevring ad Outasrmg rieft Emit, or 20 go pat, pending Data version Manufacturer Contact YLVARW By Validated Sub~ FSC Approval Approved Revision 2014 ThemraTu Corporation Rick WrIght National A-millagion a Ryan J. King. P.E. 0812armi5 08113=15 0710512015 Approved Catwer. ExIi D- (419)2WI740 Management Imalcus (813) 787-M SubCatpilow. $Wnging Exterior Door-Amemblies rickwarwbidiloonwilards. Compliorce Method: Clufflossion Mark or Usung W. Product Mod,]. Number or Nim, Product Douriallon Q,IKvA-,- 2Mft=n DIM A-rovedfortim Awroved for Use In HVHZ Outelde HVKZ lervac Resiman Dolan Preamurs, a. &qucd,`S�Sqjo� arid 11,quot;l3enchmark by (118 and 81D Opaque and Glazed Fiberglaw Doorwith NO Year No WA Themmi-Truilquol; and Without Sidelfto. Insiving and Outeving Search Criteria Cod. Version: 2014 FL N: 15226.6 Appk.fl- Type: ALL Product Manufacturer, ALL Category: ALL Subcategory. ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: AL Product Model, Numbaror Name! ALL Product Derstripli : ALL Approved for use In WiHZ,. ALL Approved for use outside HVHI? ALL Impact Resistant ALL Dole. P.:.. ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Few I &I Building Codes and Standards 712M15 Product Approval Application Detail Q& Entity or Ro Do E)awpsrAkw DO MW Varvion Manuhiceu con EOQI""r & Lit� Valklated By Validated Submiltbad FOC A�l Aporoved status Affirmation 2014 No WAdDW$ and DOM Drum Suffroar Luis Roberto Lomas Steven M. Udch, PE 0413OW5 04440=15 06011=15 Appraverl Cms9W Exterior Doon, (717) 365-33M PE-62514 (717) OW40M SubCalegictry lading E)darlor Door Assemblies beftfir"univell corn Compliance MWd: Evaluation Report ft. . Florida Registered Architect or a Licensed Florida Professional Engineer 22" Product Model, Number or Nam, Product D-dd- ChiallbrAssamance, A--,d fur Use A--d lb, Ljo knesi Desion Contract Hwirathm Data it, Outside HVHZ Resistant 2 SERIES 42D ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 12/31/2015 No Yea No NVA 9S&quot.x80&cIuot; NOWREINFORCED search criteria Cod. version: 2014 FL Jk IS= 2 Application Typo; ALL Product lyanufatum ALL Category: ALL Subcategory: ALL A~w States' ALL Compliance Methad: ALL Quality Assurance Entity Contract Expired: ALL Product Madel. Number or Name: ALL Product Damulptil n: ALL Approved for - In HVKt ALL Approved ear me outside HVHZ: ALL Impact ALL Design Press N: ALL Dah, From: ALL Data To: ALL Search Cftd, Code voralon: 2014 Application Type: ALL cd.wr. ALL Application Status: ALL Quality Assurance, assay Contract Expired: ALL Pmft.tD*s.rlpU . ALL Approwedficruse-Wid.WHE ALL Design P U.: ALL Dal. To: ALL Florida Department of Business & Professional Regulation Page I or 1 Building Codes and Standards 7rmls Product Approval Application Detail FL *. 15270.37 ProductAftrullachow. ALL Subcategory: ALL Cornpliom Method; ALL Product Model. Number or N- ALL Approved forum In HVK7-- ALL Wripact Robsount ALL Data I-: ALL Florida Department of Business & Professional Regulation Page I "' Building Codes and Slandards TrA015 Product Approval Application Detail Entity DAN 292 Data Pending nm License Submitted FOCAparoval Ammoved awn Revision 2014 MI VAnd- and D- them Stanger Luis Roberto Lomm Steven M. Udch, PE 000=15 W25=15 07/0MI6 dhV FBC Api. C.*GW. Mndw- (717) 365MOO PE�62614 (717) W2-M Subcategory. Single, Hung baMIngwQrnhvd.com Compliance Method. Evaluation Report from a Florida RegIsterad Archle" or a Licensed Florida Professional Engineer Approved for Use d far Us. Impact Dolan all" Product Model. Number or Name Product Docristim In NVKZ Outside lRelften P- 4 SERIES GA 195 ALUMINUM SH SERIES GA 196 ALUMINUM SH N 44XS4 12/3112016 NO Yas NO WA Search Criteria code Vendor: 2014 FL 01 16217.4 Applastfon Type: ALL Product f4enuftchuren ALL Calsoorr. AL Subcategory; ALL Applies on Stem: ALL =wce Compliance Method: ALL Quality Entity Contract expired: ALL 'd 't Model, Number or Name: ALL Product Doodird - ALL Approved for use In HVR7- ALL Apiece 1br - -taid. HVH7. ALL impact Resistant ALL Dealg= ALL Date F- ALL Data T. ALL Florida Department of Business & Professional Regulation Pioeifl Building Codes and Standards 7M2015 Product Approval Application Debi] Search Criteria Code Version: 2014 FL If. 15217.9 Application Type: ALL Product Menrufacturer, ALL Category: AL Subcategory: ALL Applies Startus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL , d att Model, Number or Name: ALL Product Desedpill a: ALL Approved for use In HVHZ- ALL Appmed for uss, outerlde HVKZ: ALL Impact Resistant; ALL Design P u.: ALL Date I-: ALL 0. TO: ALL Florida Department of Business & Professional Regulation P.P1.11 Building Codes and Standards MMIS Product Approval Application Detail regain. Entillor or 211a 292 Data ftodIM 292 Lad version Manufacturer Correct Enahurer & Licents, Validated Ery Validated Submitted FOC Amm-I A-mmd status Revision 2014 Themo-Tru Corporation Rick VWOt Nestled Accreditation & RYW J. Kft, P.E, 0212612015 02109=15 03=015 Approved CM.QW. 151dedor Doors (419) 28SA740 Manatlmm routers, (813)787-8283 Subcategory: Sainging BrIenfor Door Amernblies C.0spilaut, Method: CoMostim Mark . Using curb Product Model, Number or Name Product courted- QuallbrAwasurfurrow, Contract Exaltation Date Awrovild for Use Approved for thm, In HVHZ Outside HVHZ knees: gRmlst�dm Dolan I. &Quot;pmmlum sed"41quoto &quotcmewcdm W and WD Opaque and (gazed Steel Dwtith 1213112021 No Y" No WA Sertmilquol; and "Benchmark by TbamalvTrulliquot Transom. Win and sifthout Sideffiss. boring; and .1fin Tramome O.Wring emilvar 292 292 Date Perallim Data Mw version Manufacturer License Submitted FOC Approval Approved AMR Revision 2014 Themrs-Tru CoMoremon Rick VMW National Aocred%Wm & Ryan J. I(Ing, P.E. 01112SM115 miaWI5 07105aOIS Approved Category. Exterior Doom (419) 298A740 Management Institute (813) 787-8283 SubCwt-varjr, Suringirri; Epriodow DoorAmarriblise riclovillivibidg-sultoug. Carnpliants Method: Certification Mark or Listing coal --------- Aw I mereas -------- Product Model. Number or Prod-t Docriodont QuallbrAmurancir dragon Date A,,-,d forum Approved for Use In Outside HVxZ leactrut Roister, Dolan P-, 6 1. &quotj�mrnlkim SarloSquot, &quotConstruction W and 810 Opaque and Glazed Steel Door with 12131=1 No yes No WA Sarlm&QUK and &Wtflenchmark by Th-T.&W.1; Tnersome. Vft and orilhowt 8kMW. kwnvhrg and With Trensurns outwg Search Criteria Cod. Version: 20`14 FL If. 18225.8 APWAUM Typo! ALL Product Marruflecturen ALL category: ALL Subcategory. ALL Applitrall- $Who: ALL C-pil.- MWd: ALL Quality Assumence Erft Contract Expired: ALL Product Model. Number or Name ALL Praftet Descriptlarc ALL Approved for uss, in HVHZ:- ALL Approved for use, notable HVHM ALL Impact Resistant ALL Design Prosu ALL Data From: ALL Data To: ALL Florida Department of Business & ProfeWonal Regulation 712012015 Product Approval Application Detail Page Building Codes and Standards Q90 Entity PM RM Dira Pending Daft MAN! version Contact Submitted FOC Aporml Iwo Affirmation 2014 Ml Windoirra and Doorri, Brent a". Luis Roberto Lomas Steven M. UrIch, PE W3012015 04r=2015 05mmois Approved Category. EXteft Doors (717) 3116-3300 PE-62614 (717) 9324MM Subcategory-. Sidi Exterior Door Assarribiles, bludingwernhivd.corri Compliance Method: Evaluation Report from a Florida Registered Architact or a Uowwd Florida Professional Engineer §A%9 Product Model. Number or Name Product 13-1,11on - ------ -------- --- ---- ---- ---- Oualftvfiussunavce� A,,-,d far Use Aiamoved1b, use knm Dotal Contract Esalradon Date In HvHZ Outside HVHZ Real Plateau 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO lz3lmt5 No Yea No WA I4S4V4&qu.tx9S&qu.t; search Clftsft Cod. Version: OD14 FL #: 16332.3 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 Nors, ALL Product Domilpfirec ALL Approved far .. In HVHZ: ALL Appmv.d fi. - outside HVHZ: ALL Impact RoOrtimb ALL Design Pleasure: ALL 09. Prorm ALL Daft To�. ALL Florida Department of Business & Professional Regulation Pneldl Building Codes and Standards 742=16 Product Approval Application Detail $"Mh Criteria Code Version: 2D14 FL #.- 15279.53 Application Type: ALL Product Mamulactur- ALL Category. ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Qudfty Assurance Entity Contract Expired: ALL Product Model, Number or Memo. ALL Product Description: ALL Approved for use In HVHZ-. ALL Approved for - outside HVHZ: ALL Impact Resistant: ALL Design P--: ALL Data Fmaw: ALL cuts to: ALL Florida Department of Business & Professional Regulation pagalotl Building Codes and Standards 7rAM15 Product Approval Application DotaU 22di Emu or Data Pending Rik 1w version Manufacturer Contact Ennkmr A License Validated By Validated Submitted FBC A,-[ Aparovad Revision 2014 MI VVIndovc and Doors Snarl Storage, Luis Roberbo Lomas Steven M. Urloh, PE 0$130*016 Der'SM15 0710612015 ding FBC App, Category. wrrd� (717) 365,13DI) PF-42514 (7M 932-MM SubCftNW. Single Hung biffingera.WrLoom Compliance Method: Evaluation Report from a Florida Registered Architect a a Licensed Fludda Professional Engineer QualibrAmurance Approved for Use AV-d - --- --- - --- to, Us, kDgw Dolan .92" Product Model. Number or Name Product D-dd- Contract Exalrallon Data In HVHZ Outside H Resistant Pressure 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH N 64X72 12131)2015 No Y. NO WA Code Version: 2014 FL 0: 16217.5 Application Type: ALL Frodwt Manufacturer. ALL Category: ALL Subcategory. ALL Application States: ALL Compliance Method: ALL Quality Assurance Entity Contract E*Ifvd: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHM ALL Approved for - outsid. HVH7- ALL Impact RnWAnL ALL Dolan P"-: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation ftgelafl Building Codes and Standards 72042015 Product Approval Application Debi] 99112 Eftlfiv or 20 Dal- Date Pending 211 im version Manufacture Contact Volldided l3w Valklartall Submitted FOC Approval Approved Eli& Affirmation 2014 Ml Windows am Dorval Brant Slifinger Luis Robeft Loma Steven M. U60, PE 04rOM15 04rj=15 05/10)2015 Approved Calegoeir. Wndoes (717) 385-33M PE4M514 (717) 032-86M SubC.t0gW. Wrizontal allow bsIffingerarnivid- Compliance Mth.&- evaluation Report fi- a Flodda Registered Archl"t or a Licensed Florlds Professional Engineer J11a umb""'Na", Product Descrission - ----------- QualtivAssuranct, Contract Expiration Date - - -------- Approved for Use Aclabovild for Lam In HVHZ outside HVHZ - -- Impart Dolan Ressist, P"asum I SERIES GA 108 ALUMINUM HORIZONTAL SLIDER SERIES GA IDS ALUMINUM HORIZONTAL SLIDER I=It20i5 No Yea No WA 72X54 Cod. Voslo.: 2D14 FL#. 152881 Application Type: ALL Product Manufacb- ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Modena: ALL Quality Asmonce Entity Control Expired: ALL Product Mod.], Number a, N- ALL Product Deswipti .: ALL Approved for use In HVHZ-. ALL Approved far uss, outside HVHZ: ALL Impact Resbirtant ALL Dolan P-..: ALL Dat. Franc ALL Data To: ALL Florida Department of Business & Professional Regulation Pace I of 2 Building Codes and Standards 74M15 Product Approval Application Detail 21611 20 Daft Date Peadinal mm V-1- Manufacturer Contact V.11dord ft Validated Submitted FRO Aombyal Approved ama Revision 2014 Th-Tru Corporation RickWhold Lyndon F. Schmidt. P.E. Ryon J. ", P.E. 0202MIS mirA015 0210442016 wM018 Approved Catagary, Exterior Doon, (419)290-1740 PE-43409 (813)757-9283 SubC*09W. ftntilng Exterior Door Aftembiles, ricliwOrvetildlioDnauttarits. Compliance, Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer At" Product, Model, Number or Nam, Product Docrindan Cu.11tuAwcon- A,,-,d for Use Acquanted In HVHZ Outside --- ----------- for Use HVKZ --- - lumant R-hatfint Dessm Pressure I a. &Cpjct:Fibw-ClasWc" or 11,quotSmooth-Stenfulluot sW9;a &qwt;Non4rnpbcj" Opaque Fiberglass 1213112018 Yea Yet, NO WA DmrwM &wW, without SkWWA) - Outroving (Y, OX a XO' oxo')O� OXXO Configurations) Cod. 21111 2PU pits pandires DOW Im vwskm Manufacturer Contact I yxudtkt& Validated Submitted FECApacroval Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schrnla P.E, Rym J, Mrg. P.E. Meals ostmols 0711MOIS ding FBC Appp Category: EAWIr Doors (419) 296-1740 PE-4309 (813) 787-0203 Subcategory. Sivinging Exterior Door Assemblies r1okwillinwiftoonsuftents. Compliance Method: EvaluallOn Report from a Florida Registered Archiled or a Licensed Florldo Profoolwal Engineer Approved for ties Awroved for LIN lagglia Dolan Sao Product Model, Number or Name ProductDirscrioll, Contract Exalration Date in Outside HVHZ R�-Wfttmt I a. &qUot;FIbsr-CIwWo" or &qwt,.Smooth-S*&qu4 WWII &qwt;Non4mpad" Opaque Fiberglass 12/31=18 Yea ym No WA Door Kh &amp: without Sklialte(s) - OuW&g K OX a XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation psgeloll Budding Codes and Standards Product Approval Application DoW cod. Entity or Dow pat, Pending Data version manufacturer - - - W. Submitted Foc Atiorovill A-m,,d stem Affirmed. 2014 Ml V*91%" and Doom smatsaver Luis Robeft Lomas $Wwn M. Urich, PE 04ANZ2015 0413(M16 05105MIS Approved Catstiory, Exiewfor Doom (7M 386MM PE-62514 (717) 932415W SubCatitiorr. String Exterior Door Amemblits bshflg.Gp*.d- Compliance Method: Evaluation Report from a Flodds Registered Architect a a Licensed Florida Professional Engineer --- -- ------ - - ----- ------- ------ Ou,lltvA-- Approved for Use Aparrand to, Um impact Dole, 20,3=20 In HVH Claude HVH2 Resistant Pressurs 4 4-2 0 A'LU"?=ANbtJ* Mr"S G=RE IN FO RC ED SERIES 420 ALUMINUM $Go REINFORCED OX No Yea NO WA XO, XX 96&qut;x9e&q..t: Code Version: 2014 FL 01. 15332A Appk.d- Type: ALL Fmdmtv..Ukcww. ALL C-t-Vary- ALL Subcategory: ALL Application Seoul; ALL Compliance Method: ALL Quality A:unmce Entity Comment Explied; ALL Product Model. Number or� Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved to, - oublid. HVHZ: ALL Impact Realstaft ALL Dolan Pressure: ALL Data F-c ALL Oat. To: ALL Florida Department of Business & Professional Regulation P.P101 Building Codes and Standards ?WQ015 Product Approval Application DoUll Cal Entity m 2wa oat- Date Panatela M Data 1M Version Submitted 1,13CApproval Ammoved atwo R.M. 2014 Clopay Building Products Oomparry Mark VVestelthald l.tdk Testing Services NA Gary Pfluhar 0611=016 03tis/20iii 0(112V2015 Approved Caftir-F. Exteriar Doora (513) 770-6062 Ino. - ETUWamock He" (W) 5104*08 SubCal.gW. Sectional Exterior Deror Asseftlies navastenteldillidpy.com Compliance Method: Ceriffication Mark or Listing Allot G,ULeA-- Avannied for Use Awrovidjor Use, Product Docrolon In MM Outside HVHZ shoot cash, RiallagaI P,-, 85 086 WO-09 PAN-2FI63:73,75,84A. 94,42,48,42B. 41811, Steel Pan (min. 26 09.)SIngle-Clir (up to WO' WKS) 0&21rms No Y" No -38 PSF/-42 4RST, 8RST. GD58, GRSS. ARSS. ED5S WNDOODE&II1174; M Garage Dow PSF 8"rch Criterlit Cod. Varelom 2014 FL P. 15279'85 Application Type. ALL Productlaoulischner, ALL C-ft-If. ALL Subcategory. ALL Application Stan- ALL Compliance Method: ALL Quality Assurance Entity Contract Expired'. ALL Product Model, Number or Nemec ALL Product D.~o. ALL Appmmd1.r..InKVH7- ALL Approved for me ouladide HVHM ALL Impact Resistant-, ALL Design P-u- ALL Oat. From: ALL Data To: ALL Search Cftla Cod. V..Ior: 2014 Fl. V: 16217.7 Application Type. ALL ProductMenubotww. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality A--. Entity Contract Expired: ALL Product Mod.]. Number or Name: ALL Product Damelrd - ALL Approved for use In HVHL- ALL Approved hor tow -ftldo HVHL' ALL Impact Resistant. ALL Design P--: ALL oat. I-: ALL Data To: ALL Florida Department of Business & Professional Regulation Pgalfl Building Codes and Standards lrr.0=5 Product Approval Application Detail Cods version: 2D14 FLA 15288.2 Appacati-Typ.: ALL Product Manufact- ALL carthoolyr ALL Subcategory! ALL Application Strips: ALL Courage.. Method: ALL Quality Assurance Entity Contract EXPIred: ALL Product Model, Number or Name: ALL Product Doription: ALL Approved for use In WK& ALL Approved ft. - outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Oat. From; ALL 09. To: ALL Florida Departirient of Business & Professional Regulation pagelal Building Codes and Standards 7M2015 Product Approval Application Detail Search Criteria Code Voral.; 2014 Fl. #-. IM2.1 Appk.fl- Type: ALL Product Manufacturer. ALL C-logmy" AL Subcategory: ALI. Application Stouts: ALL 0-pliano Method: ALL Q..IltVA.u-. Entity Contract FWhd: ALL Product Model, Numbw*rN-: ALL ftoduciDeardiel - ALL Approved for- h, HVRZ-. ALL Appm fbruseculsidsHVEIZ.- ALL in"ot Reeistant ALL Design P-: ALL Data F- ALL Us% To: ALL Code version: 2D14 Application Type; ALL Cowry: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved W - outsm. HVHZ. ALL Design Pressure. ALL Daft To: ALL Florida Department of Business & Professional Regulation Pagelofi � Budding Codes and Standards 7=12015 Product Approval Application Detail FIL 0. ISM.6 Product Manufacturer: ALL Subcategory: ALL Compliance Method; ALL Product Model. Number or Name: ALL Approved far uss, In HVHZ-. ALL Impact Resistant: ALL Data Frorm ALL Florida Department of Business & Professional Regulation Pgaicrl Building Codes and Standards 740=15 Product Approval Application Detail 20 no Data Perulln, D& V-1- License Validated Ov Validated Submitted FOG Auvrovel A--d Revision 2014 Clopay Building Products Company Moric Westerfield Intartek Testing Services NA Gary Plohlar 1XV12W6 03119=15 06121r2015 Approved C909MY E'daft Doors (513) 770-0302 Inc. - ETLNVamock Hersey (613)519-mia S.bC.boW sea-[ Exte- Door Assernblies mrvoterfieldadopay.ocat Compliance Method: Cerifficabon Mark or Usting 2221 Product Md,L Nusctmr or Name Product DeacrImlCm 0,HWA� Approved ft, A--d for Use armed Dollar 22attiLEMkIORDIM in HVNZ Outside NVHZ Reakdont Pressure 102 102 MIS PAN-2FI63:73,76,84A, 94,42,48,4213,489. Steel Pan (min, 26 go.) Double -Car (Wr to IVr milm No yes No -37 PSF141 4RST, BRST, GD6S, GRSS, ARSS, ED5S wWt) VANDCODE&41 74; INS G." Door PSF Cod. version: 2D14 FL X: 15279.102 Appk.d- Type: ALL Product Manuftedoner. ALL Category: ALL Subcabegorr. ALL Application Shrius'. ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description, ALL ApproM for use la HVHZ-. ALL Approved fier - outside HVHZ. ALL kmm:t Resistant ALL Dolan P-u- ALL Data F- ALL Dam To: ALL Search Criteria Cod. Version: 2014 Ft. 0: 15217,8 Application Typo: ALL Product Manufacturer: ALL category: AL Subcategory: ALL Applicatiom Status: ALL Compliance Method: ALL Quality ANW8000 Entity Contred E.Pird' ALL Product Modal, Number or Name: ALL Product Description: ALL Approved for use 1. HVH7- ALL Approved for use, outside HVHL- ALL Impact Resistant ALL Dolan P unn. ALL Data From, ALL Data T. ALL Florida Department of Business & Professional Regulation Pgalcri Building Codes and Standards 742=15 Product Approval Application Dotall Cod- EadW or Ro pit Data Pending Data IM Version Manufacturer Corlett Enakmr& Law Validated Be Validated submitted FOC Aponreal Approved Dam AN-ati. 2014 Ml Vftdmvs and Doons grant Slangier Luis Roberto Lomas Steven M. Urich. FE 0413=015 000=15 05/1=015 Approved Category'. Vandmve (717) aes"Soo PE-W14 (717) 03240M SubCateg.r. Horizontal Slid. bafflI.~Kvd- Compliance Meffmch livaluadw Report from a Florida Registered Architect or a Licamadi Florida Prolemlonal Engineer Dal Product Md,]. NonlawrorNom Quality Amum- A-mved for Use Approved for Use Product Descried, In W412 Outside lawart Dolan Ree Proast a SERIES CA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 121314200 No Y" No NIA SLIDER 10OX48 search Criteria Cod. version: 2014 FIL Ok ISMS Application Type. ALL Product Manufactumn ALL cmwrr. ALL Subcategory: ALL Application Star.: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for- In 14VRZ: ALL Appmed for uss, outside HVHZ: ALL knpact ResistoW. ALL Dolan Pleasure: ALL Data I-: ALL Dam TO: ALL PA Numbers PA1.0-PA1.4.dwf Tampa C- Cn -Fa > 2 W C- 0 0 CD CU -0 n 0 0 0 0 0 > M U) E L- 0 0 `0 LO- -E W 1A w m W all M -4--1 (D ca"a"a" 0 co (n 0 c- C/) 0 L- 0- CL Cf) C-) 0 CL W CIO Cn LU '5: -j SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Budding Codes and Standards Product Approval Application Detail search Criteria Code Varialar: 2014 Fl. #; 15288.4 Application TyW. ALL PfocluctManuslawnw. ALL ciderg.w. ALL Suburtagory: ALL Applico an Status: =umw ALL Compliance Method: AL.L Quality Brady Contract Expinah ALL Product Model, Number or Name: ALL Product Destalpil rh ALL Approved far use In WHZ- ALL Approved for use outside HVKZ: ALL Impact R"Islaft ALL Design Pressure; Data To: ALL ALL Date I—: ALL P.Plofl 7ROW15 Florida Department of Business & Professional Regulation papiori Building Codes and Standards 710OW15 Product Approval Application Detaid search Criteria Go" Version; 2D14 Fl. #.' 15278.8 Application Type: ALL Product Manuilecturac. ALL Category: ALL Subcategory: ALL Appk.. Stfft-- ALL Compliance Method; ALL .Ky Assurance Early Contract E.Plred: ALL Product Model, Number or N—.: ALL Product Description: ALL Approved far use In WH7- ALL Approved for — outeld. HY)iZ: ALL impact Fershaft ALL Design P=mw: ALL Data I—: ALL Owto To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards M20=5 Product Approval Appillestiort Dataill Search Criteria Cod. Version; 2014 FLJh 101922 Appk.d- Type: ALL Product ALL Cal"Dw. ALL ad-wall"If. ALL Application Stamm- ALL consaffeece uw.&. ALL Quality Assurance Entity Contract Eephod: ALL Product Modal. Number or Neemn ALL Product D..dpu ; ALL Approved ear use In HVH7-- ALL Approved for use outside HVHZ: ALL ALL Design P me: ALL Data F'ona: ALL Date To: ALL Florida Department of Business & Professional Regulation P.PIfl Building Codes and Standards IrrAwls Product Approval Application Detail Entifiv, or 2112 Deb, Date Pending Dot. im Version Mtmufacw contact EnointerliLloonso Validated B, validated Submitted FlIC Aporoval Ammoved Revision 2014 TAMKO Building Products, Ino. Kerd Eden ZWhsrY R. P(" Locke BOWden 04/1&2015 04113=15 04NMO15 DO/22)2015 Approved Category: Roo" (417) 824-88" PE-74021 (334) 300A800 SubCMsg*W. Underlayments kerrLedenalarrikomm Compliance Method: Evaluation Report from a Florida Registered Arch"d w a 1-kensed Florida Professional Engineer -------- - ----- -- Number oj� Name ------ - ------ Product peachotion -------- QuallbrAssurarom Ammoved for Use Approved for Use Imbad Design In HVIJ Outside RON P—M =blgdel. L Asphalt saturated organic felt 02J2612016 No Yea WA WA search Criteria Gods Va.].: 2014 Fl- 0. 12328 a Application Type: ALL Product Mamoll-hurew, ALL Catwrr. ALL Subcategory: ALL Appkad- Stafter ALL Compliance Method: ALL Quality Assmarce Entity Contract Expired: ALL Product Model. Number or Maine: ALL Product Description: ALL Approved for use In HVH7- ALL Apprin, faruseouteldefIVI-1Z. 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Pressurr, ALL Date F— ALL Deft, To. ALL Florida Department of Business & Professional Regulation P.Plufl Building Codes and Standards MAW15 Product Approval Application Detail Cods Eaft or Dow 211a M Ponding 211111 im Vmiw Manufacturer Validated Submitted M Approval Awroved sea Rorie. 2014 Global Protection PrOduett. LLC. TIM Robinson VORWA. TOM Jr.. P.E. John W. KA&Z"loh, PE 0508=15 04/24/2015 05/11a0la 00=016 Approved C.h.g.r. gnu (954) 889-7545 PE-44167 (N4) 772-W4 S.bC*Wgo,y-. Stur. Panels fint.roblasonlihlippentoom Compliance Method: Evaluation Report frorn a Florida Registered A,,hbd or. Licensed Florlda Professi Engineer Product Model. Number or Name Product D—Asoldin QuallivAlaturarow ContWAEMRIKMD&tt Avuroved for Use A—ved for U, fermac, passoor In HVHZ Outside Resistant P- 1 20 Gag. Gerwanked Smal Shorm P.aWHVHZ Comlipited Calverthed Steel Stain, Panels rdakM l2f3lP2015 Yes Yes Yet, NZA w not by trucks to provide hurricane pirmactiod. Cod. Vordon: 2014 Fl. 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Truss Plates dwertamLoom (205) 599-MW Compliance M.1fruxt Evaluator Report from a Product Evolustion Entity QuallbrAssurs— Awrovird for U, Amm"d for List hung lission URI Product Model, Number or Name Product Description Arallon Data In HVN Outside HVHZ It" Posters 1 MISSMS 18 Va. super high strength truss connector plate 1=112015 Yes Yes NVA WA Code Vorsion: 2D14 FL Ill. 2197 1 Application Type: ALL ProdwtManulachow. ALL C-asoorr. ALL Subcategory.- ALL Application Stfftm: ALL Ccroplia— Method: ALL Quality Assuramos, Entity Contract, Expired: ALL Productlaotiol, Numbarorflams: ALL Product Description: ALL Approved for use In HVK7- ALL ApponredlibroombildoinrlIZ: ALL impact Resistaft. ALL Design P—..: ALL Data I—: ALL Oat. 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