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HomeMy WebLinkAbout6599 Padon Wheel StI a, ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius Abv. Above F.PI. Fireplace Ref. RefrigeratorReq'd. A/C Air -Conditioner Ft. Foot / Feet Required Adj. Adjustable Ftg. Footing Rm. Rnd. Room Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq. Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik'n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typ. Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Versalam Dist. Distance M.L. Microlam VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. Electrical Pc. Piece WP Water Proof Elev. Elevation Ped. Pedestal 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 09/10/09 1.00 NEW BASE PLAN 06/25/10 1.01 ADD WALLS BTWN FAM. & DIN. 07/14/10 1.02 REVISE G BTH SHOWER 09/14/10 1.03 ENLARGE KITCHEN ISLAND 04/07/11 1.05 FIELD WALK CHANGES 09/06/11 2.05 03/02/12 3.05 09/24/15 3.06 VALUE ENGINEERING REVIEW BUILDING CODE UPDATE 2015 NEW CODE UPDATE IF=INJ1%17ZLZMN MODEL 2421 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1: DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS REVIEW DATE CITY OF zEPHY- R Leg PLAN EXAMINER - ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES 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 It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. (D Z M O CD CO Z co z 0 ./ cnn),, C7 ua �W w 'U — w O �- o Co 00 t— C) m ~ M w I_ E N c ccM (0 :2 - 000 —8 aim a) -0.-, 45 _C0 ( LvI o� Q rn 0) < N-C-B-DC pp C 4" _� D L W N — a�"o a W ZIL Q o �. ,� Z N ��'ti� Z m a C3 t' W CD Lo 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 CD Z N O (L) N +� o �O Z � M M � -gyp Q 4-J Ln a to -r V- (n ON NZ " U_ CL �^ ln� U Q. 00 Q § ry Z WJ 0 d- oZ WLo mZ WZsa, Q F- UJ 0 �0 zaU zQa°QQ _ Z W Z �avya0Lo N O4D��o "=°SWN ~ a O z "O O J T--I Ln N N Ln T- q J � O a ^� LU O Q w U000� ��zm0 0 W Z w Q 0Wozozo W oLU�ac� J ./U) 0W0LU >90 rr WW O W z Q aa�oo o i- N L1J N _ go aoza J < W O O a iL z o IN U jz Z 0 SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. C S BATHROOM 3 OPENING AT FAMILY RM. TOWARDS DINING RM. MIRROR \ TOWEL BAR o r; 0 M � BATHROOM MASTER BATHROOM A S3 CV TYP. U.N.O. m N 00 LO VENEER KEY PLAN_ SCALE: 1/8 "=V-0" I I I 5068 r L N I I I I I _(0 / N DEI / VAULTED G. CART �N FOYER cn / m VAULTED CLG.o 06 TILE to 13'-0" 2'- ' 5'-0" 2 -4" / / > *EGRESS 35 SH 3068 W/ 7 "x36" TRANSOM BV100, . 4'-0" 40 164" PER SPEC. 0 2'-8" I I ' ENTRY PORCH I I ------------------ ------------------ I DEN OPTION_ SCALE: %4"=1'-0" „ A C, o'. 41 All W 25 SH 25 SH -11 \ EGRESS EGRESS MASTER BEDROOM \VAULTED CLG. \\ CARPET \ G.T. 12'-8" 1'-8" 1�) 25 SH - - - - - - - - - - - - ----- ---- LAN Al T 2868 9'-4" FLAT C LG. A.F.F. O 00 9'-4" FLAT CLG. -v 4" - - - \c - - - E \ 8080 SGD --------------- - - - - - - - - - - - - - � I I I? I I � I I I IIIII1IIIII 4m 2668 S-9"2'-5„ 10 2468 S zo Lo -4„ 2,_0„ -8„ 668 C9'-WLG. q FAMILY 11'4" FLAT CLG. 068 BFin CARPET � N j-.. 2468 4S° F- M N 5'-8" 17'-0" 0 00 '-1" 3'-11" 7'-6" 8'-0" M. BATH 9'-4" FLAT CL . -0 TILE N 80 O o I TIL TO 7' (3) 2x4 #2 SPF -� ROP-IN A. .F. STUDS W/ MIN. U) TUB PER o 1 1 v USP LT520b @ N PECS. �� 11110- BASE 2668 NOOK 1 V-4" FLAT CLG. TILE GG SIM. S3 W/ STUDS @ 12" O.C. KITCHEN 1 V-4" FLAT CLG. TILE w 110 O E 1fl SINK Q I w/ DISP I I 1 D.W. j 1L--J 01 I 10'-4" 3'-0" 7'4' I I I I r2068 BF LREF. ----- 5 SH I 9'-4" FLAT CLG. 3'-8" J 4'-1 R.A.G. 2868 2668 17'-4" A/C PAD 7'-0" 11 HB Al 2668 A 3 < 9'-4" LAT CLG. TILE C, i i„ I '] G @ THIS S3 LOCATION ONLY BEDROOM 4 9'-4" FLAT CLG. CARPET L�l� TEMP. GL. ENCL. ON� 42" X 48" GG t0 668� C° O A 42" HIGH KNWL. I SHOWER S3 1 SIM. IT W/ STUDS -11 N I I @ 12" Q.C. cn 2068 BF ' DINING N @R+54AFLF. LAU 11'-4" FLAT CLG. ( 9'-4" FLAT CLG. I CARPET I TILE U- co r------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRYER VENT 0 00 THRU WALL o M LIVI N.0 ROOM ' jr VAULTED CLG. FOYER GG S3 2868 CARPET VAULTED CLG 5068 C HANSON / TILE cn SIM. W/ STUDS 12" O.C. BOX @ 36" SIM. NV/ STUDS @ 12" O.C. GG SEE FOUNDATION PLAN A.F.F. SEE FOUNDATION 83 FOR STEP FOUND ATION 6'-10" 2'-4" / 20,�„ PLAN FOR STEP L. 24" 6-6" FOdNDATION INFO. I BUILDER TO PROVIDE C O APPLIANCE PROTECTION WHEN REQUIRED PER FBC I 35 SH 0068 / 36"x16" TRAN M ABV. D O PER SP S3 0o d0,I I 4'-0" 15,�„ 2,-8„ ENTRY PORCH I 5068 BF R&S N R&S 5068 BF BEDROOM 3 9'-4" FLAT CLG. CARPET GG S3 SIM. W/ STUDS @ 12" O.C. V�O BA" Co5 J li 2868 9'-4' FLAT CLG. TILE (3) 2x4 #2 SPF STUDS W/ (3) 12d TOENAILS T&B BEDROOM 2 9'-4" FLAT CLG. CARPET EDGE OF SLAB 2" BEYOND WALL 11'-8" I 54"X22"-�� I ATTIC- L- �,Cc`r-ss - J Q�) m w N 0 W = 0 NU.1 O A S3 TYP. U.N.O. j� ALT. 11 II A/C II N kPAD i i N L==- =1J ,7, 0 NLu O -3 CAR GARAGE --------------- %,- r --- - - - - - - - - - - - 9'-4" FLAT CLG. A.F.F. I I -------------- 1'-4" 9'-8" 1'-4" 9'-8" I I I I I I I I I I I I I I I I I I I I 60 I I I I I j K TYP. @ I I I S4 GARAGE I I I K TYP. I I S4 GARAGE I HB _ 1 1 � 8 X 7 OVERHEAD DOOR - 0 O16 X 7 OVERHEAD DOOR N 0 8'-0" 1'-4" 16-0" 1'4' 9'-4" 18'-8" 22'-0" 28'-0" 50'-0" 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 RECESS WIDTH. 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" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 CD +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET MPH 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 182X252 S.H. 13 20X3828 182X374 S.H. 14 20 X 50 $ 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 2 S2 27 1/4 X 26 26 X 25 2 S.H. 3 33 27 1/4 X 38 s N/A S.H. 3 34 27 a X 50 a N/A S.H. 2 33 N/A 26 x 37,3 S.H. 1234 N/A 26 x 50 S.H. 2 35 27 a X 63 26 X 62 112 S. H. 2 36 27 11 X 72 26 X 71 1/2 S.H. 22 374X26 362X251/2 S.H. 23 37 4 X 38 8 36 2 X 37 3/4 S.H. 24 374X508 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. Z6 374X72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 s 52 2 X 37' S. H. 34 54 X 50 a 52 2 X 50 S. H. 35 54 X 63 52 2 X 62 2 S.H. 36 54X72 522X712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: X"=V-0" u�„u,a, iiwL«Q 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. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the 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 shall 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. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. 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 MASONRY HGT. @ 9'-4" A.F.F. 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 2421 S.F. GARAGE 574 S.F. LANAI 108 S.F. ENTRY 132 S.F. TOTAL SQ. FT. 3235 S.F. INSULATION REQ. LOCATION R-VALU E / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. (D `O Z M O O _ Z � Z Q J 0_ O u7 w .0 - m W O ~ C V) 0 00 � U M W -3 C ca coo 2 -0 M 000 U(D sti00 U5o0 .Y Lf) O: Q rn rn�o ' 0 D. N.C.BDC 'V r+ r}aF � � A cn� r u7 �i l .a. yG• m Z 1�y"� �f�� � ?, �Ys�' UW Nfl� wr �J _''� T ,O M .Caooe r y k-, .� ``. s,Eee To the best of the Engineer's knowledge; Giformation, 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. 3 O z� O a� O (M (n C) M Q U-) M Ln a cn • � � a (1L0 Ln CI- f- M QC U M Q E� z WLU J C:) OZ Lu 0 LL wmZzs� U)DO Z} a UJ Qp ZQUQO a W -Z-- _¢ry g LOUO N aULO OOOF-z O r-I n L.f) N N Ln rl �0 �\ ¢ZU0 w000Q� / C\1 �OZ 00 '� 7 Z z w z�p,Xain ?Z w �- Z a��a0 oa -� `-� Q �Q� °2 Lu >90a J 7 1 w w OLLI w Z Q D ~ 0 N tV (nv) z Li �Ow¢ a~LL ZC:)N O .. .. 0 U-I� F- z J g z O LL. SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 1 Y�e7r 7' RIDGE VENT 12 5.9 4' OFF -RIDGE VENT 14' OFF -RIDGE VENT TEXTURED FINISH 25 SH RIGHT ELEVATION SCALE: 1/4" = V-0" 35 SH 12 5.9 F 25 SH FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE � STRUCT.) FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE %.- STRUCT.) 25 SH 12 5.9 -- - - - - - - - — — — — — — — --- 1000---- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — 1 3068 W/ 36"x15" TRANSOM ABV. PER SPEC. FRONT ELEVATION - B SCALE: 1/4" = V-0" �n��� loo�uuuuu 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR 4-- T r) KA 1" CN co co ELEVATION - DETAILS SCALE: 3/4" = V-0" ELEVATION - DETAILS SCALE: 3/4" = V-0" z� o O —o z rnRA TRIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE _________________________________________________________________ ____ _______________________ ________ __ ________________ _ TEXTUREOF|N|SH -L] [::] LEFT ELEVATION REAR ELEVATION U) z 0 Lij V) C2� E fa M asp -117 L -00 co I rill Z pl- 04 LU LL Lo 4411111 To the best of the Engineer's knowledge, informal ion, and belief, the structural plans and specifications contained within these drawings comply with the Florida Bu` ding Code 5th Edition (2014) Residential. Engineer's si nature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z 0 LLI z 00 z LU Ln 00 LLJ Ly SCALE AS NC TED VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 2.1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I i I i I I I I I i ---------------------------------------------- POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 200A INDOOR PANEL CENTER METER MAIN O 200 amp 150 amp NEMA1 200 AMP #15 copper to lights & outlets #12 copper to 20 amp ckts #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 Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' 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. f� W.P. KG.F.L $3 ?4 $R #P.C. ELECTRICAL KEY 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 THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (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 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ,ql 3" VTR 1 I 2" VTR III I SINK! I I KITCHEN I I SINK W/ STUDOR I I 3I' III 2" VTR I I I WC 3" 3„ TUB 3"1 3rr 1.5" VTR III, 3" SHWR 2„ i i �,� 3rr SINK WC I 3" 1 3" 1 TUB 3" 3rr 1 SINK I I HANSON BOX WC 4" TUB 22 PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR DISPOSAL i FI 2 X 4 FL. GFI I UNDER II CNTR TOP i I I� II PENDANT LJ 2 X 4 FL. GFI LIGHTS OVER / ISLAND lolol i r; 6j€ 3 PFI -- --- DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OPTIONAL LIGHTING SCALE: %4'=V-0" C/O A/C PAD WP GPI + DISCONNECT 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 A/C I I� PAD �I rnrZvvint 1_\0 rcn _ SPECS _ ELECTRICAL PLAN SCALE: %4'=V-0" o LO z_M 0 Z Co Z Q O J 0_ z O n� W Cf9 W /�-J � V Q 'U — OLLI L O CD �� ~ U mr M W r cu M cC\I U 0 o = ai UN -u-OD Y Sao to O : Qrn o` Qo A B D. N•C B D c N U'3 M o co C'V LO � .w V N N �/i d Z Z Zow Z N�� 5 N Mp 6 a wLU a a ¢�LL�o W �W Z_05'02 N 15 m yZ��� &L m ¢' IW Q N M r J °U U m 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. O O Z fV O a� 1-4 :4' O V) M O^ -4 M Z Q (nfuLn CL (n 0n Ln a L_ L ClCn lJ fl. G�0 Q E Z WJ C:) d f oZ ED 0 LL wmZZV)(L CJ F— UN p 0 I~Z�Z 0 z> �db Q _ Z w H z z c�zo a w LLJ N 0 O LU N N rl F a0Z@ w=Z �J O rl LPG N Ln rl .J �0< Z azvo �S w�00� H Z m ° Owl Z�E��zz w 0z w p 0 QQ"ua� 80 W `� OO waF-� 0i `� U LL L LLJ°LLZ >> oo NNtnCY �°Za O d- d" J��w aQ~� z N U .. W j J Z Z a W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 3 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use tt following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN, OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof? - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation Provided by ATTIC Upper SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 7.0 4.0 Floor 3235 3106 444 1553 111 776 657.0 105.0 552.0 (Zone 1) 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT ROOF PLAN-B SCALE: %4"=V-0" LID Z M O — o Z Z Q +� Z W N �U - I 0 t1.1 F— VIMV ti M LU f— E t6 Cl) � N ® U oil 20 4) -00 Y iz �Y ¢0 a� CL Qo AL D. N CC - C Y.0 pp 1 N LO M O O CO LO 0 r— c, V �t etrtt �� y€!{d O O Z Z �sp� � aD p x LL. LL CI,.,,MJJO .ter �., lrz �y���J .�"rg 0 �* W 4 R i \I Z . � _ J Z � a To the best ofthe Ep`'Iperrns know) ita&mq rspeti onsf� , and ned belief, the structural plans'an a within these drawing .t ,MpjyAitp,tF�%,Etorlt g Bull ing Code 5th Edition (2014) R'esidentia0Engineer's sig ature and seal is only for the structural engineering porti ns of the drawing pages bearing Engineer's signature an seal. 0 Z N O N n H o > M M I1`0LLn o (A 0 Ln AS 1<1 � � � CL Ln Ce V Q � rn 00 � Z �. WLJ.J d- J w�0 z Z LU N z � � UF�W00 Z > z a U Z Q Q _ Z Q Q W ~ Z �? :5 W LU � J U OaO�Uo H CCC N O w � S W J � 1__q Lli N L.f) J Yo azW in� �0z�0 w co '0 z z CY W O <] ^' z LU Wow zoo+ > J �� 7 0 0 w ~ LL z 0 9�2WO0 Q N N ^ v)dXLz 'IJDF�W LL 0zz QQt-� 0 d- o N �. z 0 > O 0 g z J °' SCALE : AS NO ED PLOT DATE: 12/7/2 12 TECH: MJA14ES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 4 50'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS 18'-4" 12'-8" 19'-0" 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 '-0" 3'-10" 4'-4" 4'-4" T-10" 1'-0' 1'-4" 3'-10" 6'-10" T-0" NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH ='•- `• •.; •• • #5 CONT REINF. . SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE `' ' `•° SEE FND. FOR TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL ' :. ' =.•' • '� QUANTITY A TYP. POISONING W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 ;- : =; ; , : ,• :.• .:; • ' ".-. ;' •,= "•_` #5 X 25" X 25" L U.N.O. OR FIBERMESH SLAB THICKNESS •-�: ";-:: ";-: ". CORNER BAR ONE S3 TYP. T REINF. SEE PLAN. WHERE SHOWN ON ;- • FOR EA. HORIZ. FOUNDATION PLAN • `" _�•. • _� - • ='" '� REBAR, TYP. - U.N.O. —----------- = — Wz:- JI :..�:, :..�:,:..•: r------------ -------� --- --- -- o --- --� t N .�:,:..�: .�: INDICATES FILLED I CELL W/3000 PSI I 1 M I I C?I C 1 CONC. GROUT FROM 0} 1 X o FTR. TO BEAM W/ 1#5 (� TYP. CORNER BAR REBAR VERT. ABOVE 9'-4" 3'-4" CONTROL JOINT DETAIL PLAN DETAIL SLAB. TYPICAL @ ALL PLACES SHOWN I (2) #5 VERTICALS SCALE:1112"44' SCALE:1112"=1' 0" HOOKED FTG. DOWELS W/IN FILLED CELL / I 3 2'_9" 3'-3" -1"• I 17 EMBEDMENT W/ 25 I 4 STEP / _ I EXT, ABOVE SLAB CJ I DOWN MIN. G.J. I I 1 " RA.D �" — /� — �---� — — I - I I ----- -- -- I 1 <V FD I GG M S3 S3 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE FOR WIDTH N I I o o I cfl I 12'-6" -� 3%" MIN. 3000 PSI CONC. SLAB Cj I N FOR HERNANDO COUNTY ONLY 3%2' MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER n I C.J, — — — I s3 TYP. 1 II L` Jil Zo U.N.O. I( I I �L=-)J I I • I I o LO I L I ,_ „ u 0 0 ELEV. r I GG %• 1 FIN CONC. SLAB S3 zo _ � ► I 2 2'-8" '-11" I 3'-0" I � ro PROVIDE LINE I I (l ° 8'_3" F1 FOR ICE MAKER .+ l ° !I� 0 —�--- o 00 _ �= � — I / ® (� — 7� I ` 1 1 I CD 8'-2° I III 12'-6° III 111 III — —_ — Zo - 0 - 0 \1 I 1cy _ M I I (D (o IzC \ — — 2'-0" x 2'-O" x 1'-O" I W/(3)#5'sE.W. — — — — — — C.J.— • I I I I I A I I s3 o' S3TYP. `° L I U.N.O. I I I I • I N 00 @ FOUNDATION K T I _ ONLY S3 o _ I I M • I 1 �1 - L---------------- ----- ------1—� W.H. / 4 - STEP 4 K � C?I A PROVIDE 1/2" x 9° Y DOWN I S3 I S3 RIECESS FOR FRT, DOOR MIN. TYP S3 @FOUNDATION i • �-- --- U.N.O. — N. — — — -------------- FOUNDATION i ONLY C ONLY • • • • • I 9 I 4' I %4" -j I I I 3'_8" 5' " 6'-10" 4'-0" 2' 2'-6" x 2'-6" x V-O" a o f � L C.J. I W/ (3) #5's E.W.n 2'-6" x 2'-6" x 1'-O"Ilk — — — — — — N W/ (3) #5's E.W. I o0 r s3----------- — ------ — TOP OF CONCJ PAVER TO BE 4" BELOW FIN. FLR. S3 TYP. I I (2) #5VERTICALS 00 I W/IN FILLED CELL "SEE S-3 FORI S3 I o RECESS OPT " _8 S3 "SEES-3FOR I r I— --- — — — — �� RECESS OPT." i -I- ., — — — — — — — — — - - - - - - - - 1'-4" 9'-8" 1'-4" 9'-8" 1 _4 8'-0" 1'-4" 15'-4" 21_0" FOUNDATION PLAN 50'-0" SCALE: %4"=1'-0" - IFNI (D `o Z M o 0 _ Z C° Z Q J co z 0 Q) v) (D.2 a-J w 0 U — Ow � V) o o 0 U rNi L U �- 8 � ce) C CU co O `: N .20 _ U� LLL00 Lv o (0ao V)0 0 < rn¢ o A1 UCBDC 8 Do v C re (0: LO LO Wa'3. L. C F' C'4 CL LL :_+ ... �1 W sXLL t ��s• ZA „y,° Lam`'' wi 0.) a. Z n • r� W SSICCr~ C ❑ ❑ 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 z� Ocur� O H M O M a � -0 Ln — V' a V) �LLLr, zQM [� 5, � U -I Q � � z W J � oz w�00'+ w m Z Z G� O F L a 0 z}z U zr¢UxQ S z Z H Z gU. 3LCO 3I-a0ZUj O° �J O In N z J LLIQQoa �ViY� QW f'0 2 z o��za W,EZ W zo O a� LU`— Z I- J W¢>JO>E 2220Q LL Z a~oS Qa�LLo N I.C. T"'I Q O W ¢ J CL Y W CL o N Z LL W Z O z O g LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 5 50'-0" t 18'-4" 12'-8" W M LO 50 s 19'-0" ^ ,TYP. �J U.N.O. T r V Fill M > II II II EJ7v II II II EJ7 II II II I EhA II II II EJ7 II II LID c 1 � III III � � CJ3V y�� II II II 9'-4" LG. A CJ3 r, = II II II II II � II �' II II II I II II II II II II — CJ5V II II II G> II II II N CJ5 6IF (2)O D '70O.C. 6D 2.75 VAULT 11'-4" CLG .6C @ 29'-4" CLG. ca — — B o = _ — — TYP. z 9 in U.N.O. 6A in (3) 12d TOENAILS. 5E TRUSS TO BRG. _ WALL BELOW 5D 9'-4" CLG. 11'-4" CLG. 2 9'-4" CLG. m S3 Z - TYP. a A o U.N.O. W =�T— co TYP. 5CG U.N.O. ILL 5B R 5A A U 4G ASE TYP. 4F U.N.O. 2.75 VAULT 11'-4" CLG. (3) 12d TOENAILS. 9'-4" CLG. 4E � TRUSS TO BRG. — — — — — — — m WALL BELOW 4D ca 4C F- ul (3) 12d TOENAILS. h 413 ====TRUSS TO BRG. m WALL BELOW 91_4" G — ,n 4A cli A TYP. 3B U.N.O. CJ5 o tK 9'-4" LG. _ CJ3 II II II II II II II II N C 1 � II LO3A U — — — — — — — — — — — — — — U 9'-4" CLG. A A TYP. — — — — — — TYP. T U.N.O. — — — — — — rn U.N.O. TYP. U.N.O. 2C — — o 22'-0" 1 O'-8" 1A 111 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 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 1061-1/2 HTT4 2715 5/8" ANCH. /(20)10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.I2610dx1-1/2" HTT5 3225 5/8"ANCH. I(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 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 HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-1Od X 1 112" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-1 Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS In NILM ■i■i�il�l■I■I■I■I■I■I■I■I■i��l■ �I I li�lll ICI 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN B SCALE: %"=1'-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY ARRIER 1 SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS Vo Z a Z C° z� Q I� Z O Ln C LU +� w p —w �0OSIZ)U V)� o 0 U w ♦— 0)M C l4 M N fl Cl) —coy oo OCo U (D LyY 05 a Q ool LO O� Al N C B D C `r '> co C5. W a LL o '% LU QW 0"' @ 4 , 'kG p _a-Z7- r`y Z N N + ,4 q LL m Z5�� W J ❑❑ 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 Z N O aj N �>-+ v) M Q 'p Ln a •L VI I� Q U- a .. z e U, c Q �00 z z WJ CD J E oZ wLL0 W mQ WGIY U �0z¢O r zaU2:< LZU z Ug°�U U 8 so W N �aOZOO =W � O V) m N - N - Ln ,--i z • • J *k J W ° Y Z •7� % W uJ Z OO W z V fa ` z a— z zLU0°Z �Wz �Zo� W 5 Q Q U r— p��"'QU LU W OLL 20:On N LL 0 2: - j o Nu- 0 0 LL~ z .. 0 LU > O g O a � J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. 6 oao ° °� ALTERNATE POWERS ° :. ° :� a� STEEL LINTEL L3 `NCO O J0O O 'e °a ''a 'e °ay ''e° z CO O 81`8-113/1T 81`8-013/1T ' ,ev TYPE DESIGNATION #5REBARATTOP #5REBARATTOP z O ® : _ ° z O, . O, F -FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D a 1-1/2" CLEAR Q ° GROUT / U =UNJa � 2" R=RECESSED EAR 0 FILLED 8RF14-1B//1T8RF14-0B/11T 8F16-1B/11T 8F16-0B/1T :O, O QTY. d REBAR @ BOTTOM �= Lj U) DO O O OFLINTELCAVITY p D O O O co 8F20-1B/1T 8F20-OB/1T � W W C.M.U. VJ JZC� O a z �0x , 4--' W ° a °• n, ° a ° ° a• ° e Z d o GROUT 2 w TO W i j \ Q o // 0 — QUANTITY OF d o a O ° U W E °e° °e° °a° °e° LNOMINA 5REBAR AT rtw-aii O O O ° O WIDTH #5 REBAR AT a 0 BOTTOM OF ¢ 0 o D n D Vi c y 8RF6-OB/1T ° TOP LINTELCAVITY oWcn� 5REBAR AT BOTTOM � U) Cl) ,•a° '•a° -•a° NOMINAL ° ¢¢On Q p Q MIN.(1)REQ'D �� F— �1- © BOTTOM REINFORCING r O o p Q p m • v °a ° v ° v• °v ° HEIGHT PROVIDED IN LINTEL U N M °v" v'•, - _ 7-5/8"ACTUAL (VARIES) W c� N M 8" NOMINAL WIDTH >_ :� 16 GAUGE POWERS _ v O N -. '-. - -, STEEL BOXED LINTEL a a U L � � °a' ° rnCo Co :O,° O O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) E U U) 8c precast lintels = 3500 psi. O Y o 8F20-1 B-2T 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q Q o O O O ° O °a va° va° s va° •' grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1 B/1T 8F24-0B/1T � 4baximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. _ concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. minimum net area compressive strength = 1900 psi. O 3. If lintel is scratched or damaged refer to Powers Steel for repair. O" ° Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and D D O ° ' ° ° a ° , Prestressing strand per ASTM A416 grade , bottom of all Powers Steel lintels. 270 low relaxation. 8F32 OB/1T 8F32 1 B/1 T ; , o ', ,°, a. 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to Mortar per C270 type M or5. applying the cementitiuos coating. See contractor specifications LO GENERAL INSTALLATION NOTES t7 y m 1. Provide full mortar head and bed joints. Z y3 0D, E u- ,4- °°,v o•av °av °ev 81`40 013/1 T O ° 2. Shore filled lintels as required. O O 3. Installation of lintel must comply with the architectural and/or structural drawings. " © ° 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate WL ¢ LL o q v 8F28 1 B/1 T " 8FZ 44 1 B/1 T vertical cell reinforcing and grouting. ". d � � ti 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z _'� a® ° longer with a nominal height of 8" meet or exceed L/180. bN ten. ® 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. g, Cast -in -place concrete may be provided in composite lintel in lieu of concrete W s�, , masonry units. o c� t �3 ��i C� m 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 El El 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. o° a 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have LINTEL PLAN NOTES: a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained coating. ° a ° within these drawings comply with the Florida Building O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLYCode 5th Edition (2014) Residential. Engineer's signature pO O . ° loads shoud be checked for combine loading with the following equation: and seal is only for the structural engineering portions of OB/1T Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. o D 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Safe vertical load Safe horizontal load <1 , O J ' 0 O 8RF30 iB/iT ASSUMED TO BE 16" MINIMUM DEPTH. O 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE o O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF40 0B/1T THE ELEVATION DRAWINGS o ® o 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Z LINTEL HEIGHT. O � C) 0 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > ko M o0 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Q .6 N FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. .o Q 0) LLn ceUQ00 POWER STEEL LINTEL IS AN ADEQUATE Z z E 00 SUBSTITUTION @ ALL LOCATIONS UNLESS w o (— NOTED OTHERWISE AT OPENING LOCATION W -' o O E O LL ZO W m Z1- 2a. LLIUovWia0 Z}Z Q U z}<U _ Z W J �sWLn ix0 O =o=LU04 04 �N-I UF-apZ@ O 1AA� L I N N Ln • J FFT LU NYQ O UOZ -2 t)) m O W F z W°QQ?o W zo z > LU Z 8~ g>aLu O c,0a W LL Z Q V/ VQwo8 7 C4 cV �a Z Q1YW 0CD LJ a OF F z O .. N 1— z _ > I— Z 0 g J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. O MIN. 106 E JOB NO: 16-6653 O L 1 LINTEL PLAN_ MIN. SHEET N0. SCALE. /4 -1 -0 RN 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 WO ODS OODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: 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 II 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 (1524MM) MEASURED VERTICALLYABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, 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 KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11, ASCE 51TMS 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) 1.166, "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 6/TM5 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 ed. (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 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2. 3, RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 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 + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 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-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. 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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR 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 BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS HE T MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE 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 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1, INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection anAreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. 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 518" 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 before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 C n rete over our nd mortar along the foundation perimeter must be removed �iecfore 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 vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 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 DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (D r Z M 0 z Lu Q OJ Z O 'N w � p 0 W c N o0 ~ U mti w E r 0 Cn cc :o ) m 20 -c°, _� Ooo �00 f=y Co 0 p0 Qrn rnQo ' D. N-C-B -D.0 .`. i.[_O`r ItSl �fh9 � ` , co U') In I ­ M. Co a A Q�R9 �N .P�C N o. ;.. o cc e Lo .zi N �FF. o W ��u M#�„ m @� � All To the best of the Engineer's 4bhl �q ration, 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. O O z cN O N n +J o cM oO > (n M 4 v Ln n o� Ln Q LL d ^ Q V �00 00 Z ?> E W O W J� O O W LL z WppzzXW U1- vWi00 Oz>. z a V zrQUz¢ z =<zZ c�zoaa,ul agU O�� O4r7��o U� O aOZ �. w J O rl Ln I'V Ln rl � J � 0 LU 000 w 9 LU W fo z Z D w 0 ~ zp,x\zZ W � F- g - Jj > LL0>2EDa 1� w� W 0 LL z Q ��a0in N N -z zzz Q 7--I J Y F- o IN z .. - Z g z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. CORNER OF HOME GARAGE SIDE w m cal ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + +++++ + + + ++ + + + + + + ++ /++ + + + + + + + + + + + + ++++++zo +++++++ +++++++ ++ + ++++++++ + 01i `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX PLYWOOD OR 7/16" OSB 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° X 1/8" gap + k 1� FILL CELLS STD. 900 HOOK BOND BEAM v7 w . ... ... ......... STD.90° CONT. #5 =77- CONT. #5 HOOK BAR BAR E #5 CONT. FROM ON E TOUHIG HIGHEST I 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 BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. )Small gap 2" ma x• � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 6 code for appropriate 1/16 10'-0" details in One 10d box TANK -LESS W/H areas=20 of high or--20 sinker F1 lateral load. nail each side at bearing. 5'-0" STUB -OUT FOR ' GAS METER O 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (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. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-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 Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Hsn 3" (10d) nails at 6" ac_ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D 61 (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series —Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1Y' ROUND HOLE MAY 6„ 6, DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 11/2" 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 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.- 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger USP MUC 5/8"0 THRU BOLT UE Ml R TRUSS 'OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)1(— Nail with 10-10d nails. SLEEVE THRU STEM k1iht. SEE PLAN FOR °. 4 .. .; . • a ° FOUNDATION INFO 4•. '' ° 4" STEM FOUNDATION r— GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. i-Vt, UnHat 4 rvU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 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- a 4 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE r—�J I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ------------ ILO 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 v 4 -----� —a.-- —•—.• 4G. 4/ da G i a 4 SEE FND. PLN. SIZE & REINF. zM 0 z Q OJ co z 0 Q) C 4-1 w Q eU — Ow �V) ~ o0 Cor` C)0M LU M C t0 M 2 :9 - —0 ElyEE 000 u- co CJ Ly Y 0 O o Qrn � o:s rnao ® Y-C B D C *c ® �ss Gfl N N LO in r o`, pr i fxe•�• CV CnZ o 6 Il�LL. Z °ee w .a !�11� V -'�00•" bi e e aY o =v @ o \- ❑ SS10'�P - ation, and To the best of the En ' a§ belief, the j$ �g •a structural plans a iEt)tTl ions 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. O Z N 0 � N O z M Q 'p In a. 'o %:z- (A Q U_ F—�" (M � V CL 00 Q E� z 3: c° Wko J C:) oZ ZWUo mz Zd w� �0>.za00 °'zaUz Zw�Z �gv o in 04�3�N N U �aoZLU o UJ�w J Ll') N N rl w0� LU 000�ostV Q ooWz LU00.U�z UJ 6, Q ¢8 ¢ 0wZn �w<<�a N N =5 'nZw NQZ rQJ ao Z .. > 0 � � _ a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. SN 1 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3"' 6x6W1.4xW1.4 N (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH UNDERLAYMENT FOR ROOF PITCH 4J12 & (2) LAYERS °. n ° TYPE I OR TYPE II (#15 OR #30) —III=III=III=I m ° UNDERLAYMENT FOR ROOF I=�=T-III I II I I—ITI—ITI=' o ° FOR UNDERLAYMENT PITCH 4:512. II T=1T_I=1 =1 D . ° • II_I11=III=1_TI i,i' REQUIREMENTS SEE R905. PRE ENGINEERED WOOD -III„—I I II I IIII=I _ — _ TRUSS @ 24" O.C. U.N.O. ,I i I —III— I I— I —I I —III—III—I I —III �_I 12 I I I I =1 I f=1 ITWT_I I I I —III III-1 HURRICANE ANCHOR @ EACH (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S N 1 SCALE:3/4"=1'-0" S3 FOR ADDITI N ELEV. VARIES O . SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8"2 ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. - ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. ' 1/2 GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN p FOUNDATION PLAN p FOR CLARITY ° FOR LOCATIONS) 1x4 P.T. BASE NAILER ° 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH N*FOROTE BEARING WALL g FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WAL W1.4XW1.4 WWF OR "FIBERMESH" _a DECO " DECO FINISH 4to 6" BELOW GRADE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 ° T-III= 00 6 MIL VAPOR ° z BARRIER I> N I COMP. SOIL. (COMPACTED TO 95% I mIIII I III MODIFIED PROCTOR I I I :7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 �I 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE W/A HABITABLE ROOM W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2- S16d TOE NAILS @ EACH END ABOVE) 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 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < T-T. (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-T. FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8110 x 10 J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0"Ilk O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24 O.C.) 2" x 6 W1.4 x W1.4 @ 24" O.C.) 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 3112" MIN. ELEV. 4-3 1/2" z A.F.F. p b _ °_ ° ° f I I=I I=I I-1 1/2"(min.)- 4" b ° III=I 11=II '� 1/2"(min.)- 4" 31 /2CIO "(min. - 4" IIII I I— I— _ _ -I I �_�_ II�II�III=III III —III I I' (2)#SCONT. ll 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL SHEAR WALL SCALE: 3/4 -1 0 El I--III-1 11- 31/2"(min.) - 4" �11=III _ p •' _I- =1I F11.11 1 I I I V I IITII I I I zzi'' (2) #5 CONT. I — 14;1 I —III �14_111=8111-' U.N.O. MIN. � TYPICAL BEARING WALL @STEP / CC SCALE:3/4"=1'-0" \ S3 GOO SSG\00-( 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING PGS.1x NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. a MN�o S HGT. GGN 6 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C FOR WALL HGT. (2)MID 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CN LAYERS W/ TOTAL THICKNESS 7!8" OVER 1/2" GYP. WB (MIN.) @ GARAGE "J" 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8— EXPANSION BOLT @24 " O.C. 2x P.T. PLATE 518" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR_ "x3 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 WII A x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] _ SPACE ANCHOR 3500# MIN. TENSION 2600#) SPACED SPACED EVENLY FIBERMESH #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N - N 2x P.T. PLATE EEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH •- ASSUMED FINISHED c PER MANUF. w #3 OR #4 REINFORCING BAR W c� , ° n p. GRADE CV ° ° ' Z FINISH GRADE g #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =� [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a _ ° _ _ -1 I I —III —III m • ' . p .. ° I=Ll-1L=LI, I —I I 1=III—III I ' I I 11 L1=1 11= D .. 00 6 MIL VAPOR BARRIER III I I° ° .' I I I I=� __ 00 X W #5 REINFORCING BAR R 1 7!8" U' —I i LI=I I I I III=III 11- z� II ---I 1==� fI1I== I1 i i-=1I1 I1 II1==1II 'III' °-1 11I T II II II�WIII #5 LAP SPLICE ,III=1 2) #5 CONT. I I, I 1.. I III=-=_11 IIIII=== II_==IIIIII=--1IIIII-- r III 1I1 II1II1_===1I 1II III COMP. SOIL. (COMPACTTO II I� 36" MIN. LAP [36" MIN. LAP ,, ON 3" CHAIRS 8„ V-4„ 8" (TYP.) �° - �I =II I I_•1Tf= 11_I MODIFIED PROCTOR ASTM D155) TTI 1�I=III—III—III 4" 1'-4° _ I-IWIIII�=�I_1 I III—III—� 10"ED #6 REINFORCING BAR #5 STD. 90 HOOK III-° IIpI=_ III=1 I I-IIIII=—=II _ -- I I=I=I I=I=I=I=I=III- ' IiI ;III IiI Ti-iTi-IT=11— #6 LAP SPLICE TYPICAL INTERIOR BEARING 'ONNECTION rD"l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rFN WALL W/ UPLIFT G SCALE: 3/4"=1'-0" BLOCK WALL BEYOND OPT: DEPRESS SLAB 5 z" DEEP EXPANSION JOINT AND 6" BEYOND DOOR TO 13" RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND O.H.D. RECESS CONCRETE SLAB r 14" Cl) PAVERS O.H.D. RECESS z r a :; • R `..j' T= p I —III—I .y Q• • _�=11 Tr CO .-. J .. . � ! ` _ I III —I I • _ r Ill a III=III= I 'L(---LI�I III—III=1 I •. 4° _ ICI I I ;..:� . `. ' : I1—L . —III '•a ' •,' :•' III=1 SEE A/S3 OR J/S6 I I �� 1111=„IJ 111 l l l l IIII I I �'•.� (� Ills FOR REINF. INFO. 3" MIN. CLEARANCE _ 1'-4" (1 STORY) SEE A/S3 OR J/S6 I I i „—, , , III- V-8" (2 ST RY) FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS 1' 8" (2 STOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS KT,� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 /- 6 x 6 W1.4 x W1 A P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24' O.C. U.N.O. a • -3 1� GARAGE CONCRETE NAILS W 1 1/2' 1/2" 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 °o T 6x6W1.4xW1.4 `I WWF OR FIBERMESH r, a M 6 MIL VAPOR BARRIER _,III III III III I�` 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 31/2" WWF OR FIBERMESH min•) 4 ° ° GRADE v °° ----- --111—ICI—I�l l� _ -(1) #5 REBAR w/ OPT. ' I —I I I I I �I I[ I I I— I I —I 11= 11=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH N M 50 11- r ll, ,I_1=I_I I ,III IIII III . r '11 1 a d M � I I .� • � . ..: SEE A/S3/J/S6 IF FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D.(�_M� SCALE:3/4"=1'-0" S3 MASONRY WALL AND - PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE _ - w —III=— — — 1—I Z� W= 1=1 1=1 . —I 1=1 1=1 1=1 I I w °o w II II II • .� . a• . z ILL- ' � I —I—; DOTING � =1 11 I I I —I I I— III —III —III III —III —III— BEYOND PAD REINFORCEMENT -III-III-III-' 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U _0 Z co o _ z° z <I o J >z � cn �--� w • U — w 0 � =3 20 ~ o o0 U w E CM Cl) C W M 2•v-cm, —0 Ooo ,= IL CO Uai co 0o.o Q rn ov rnQ o A Gfl g O N U'> LO V � � ©: �-.':._ , v . +� ACV � .: a carp Z U_ y�ho A 'I u0,'"m, M SS,CI~ To the best of the Engi ne4`'.�I�r�f�ri*$}fat! n, and belief, the structural plans an s 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. O OCV Z 0 a� N tj f� 00 M Q - Ln L a MON In Q L_U_ F- C>- M Cie U ca '' I CL 00 a Z M WJ CD d' OZ W0-0 w°W°Zz UI- N 0 0 0z 0ag =?w►-Z z sWbo N 0E-_j00� Uj N TT ~ 0.0ZO J O (V (V J 0 W < �NYQe Woos' E q uz, E ZLL, E Z Z W z 0 0 J � Q� aU ILJ LU �� 0ELZ (n T� w ?�Q2Q }- � �z X 0 110 ZI LU ¢ a F O N Q~u_ W > �. 0 Z g z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND ) FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE VA O BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + + STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ' AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \---ROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. irpm 8AIhllLTA ll18AEO &mi2Isa1►1Iya STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCKOUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d d a a d a 8 STD. 90°HOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL WI (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 41v FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J \NME21T W 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL /-8x8x16 C.M.U. GARAGE DOOR — GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ZS LAN FOR FOOTING SIONS GARAGE ENTRY FINISHED MASONRY DETAIL P SCALE: N.T.S. S4 SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. 14 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END a WALL ° < DOOR STOP w U d' MOLDING rr• z a '- d 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12' O.C. R STAGGERED FROM BOT. SEE A/S3 FO PLATE TO CONCRETE """`A ' REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 SF GL 4O 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) 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 T-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' 1 (2) (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S ** HOLD DOWN CONNECTIONS Op��O,Q NOT REQUIRED @ BEARING FN/NQ WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK. r-CRICKETAS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 USP SPT4 SPT24 USPC SP SPT4 I v Iu 2X TOP PLATE -7� OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING rSP SPT22 SPT4 USP SPT4 --10d NAILS @ 6" STAGGERED 1z, J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a � - 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) USP C USP SPT4 SPT24 SP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 -A SP SPT4 ... a a _ d d0 d. 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRUSS ABOVE 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/0 ) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. LPLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 Z M o _ z� Z 1 v, z Q cn (D Q) U_") w (10 p •U — w 0 0 �V) o0 U w E 0M c C, 0 N IsgIsg~ U _ U N a� L U_ 00 7 0 Cc Y Qrn CL O rnQo A' B N•C B D C XA ®� � rn E � �N C4 a 9M 31 'W M 'a., t + 'F u O — r'e 4 n �* LU 17 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. O ON Z 0 0) N > V) M O M � Ln U) O n Ln Q 0) U_— a v a a 00 Z E W J 0 �r oz wLL0 wLn mQWG� U H g V) 0 0 Oz>.Oa0 z>-U2:Q =WZ c�zo�W J W U C)a ) O o U�a00ZO rN-I WxW O R J r-I Ln N Ln .J boa Q z U Ne a �oz v Z Wwo W CYQ W J V Q4 W J o0LU�oa J 1� LU WOLLz¢ W Q¢~per . >- N N zz 98z� 1q v J0-YQ aQ�� 0 N j I— z Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. S4 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO S BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 2"x4" OUTLOOKER @ 24" O.C. 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OUTLOOKER EDGES OF HEIGHT ' "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ 2x4 CROSS BRACE 8-0 0/C. WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 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 FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL " " NOTCH L BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. SS USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS EXT. WALL CONN. NON -LOAD BEARI G LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. -ER TO DETAIL J SHEET S5 FOR _ r r SEESTRUCTURAL AND TOP r NOTES AND NAILING DRD BLOCKING N _ _ SCHEDULE FOR ORMATION GO 00 00 SHEATHING DETAIL Ill. 1/ IlIOD 2"x4" CROSS BRACE TRUSSES f° - - 60 00 APPROX. 8" FROM RIDGE FASTENED AT RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) 24" O.C. ON TOP OF 10d & (2) 10d TOE fT. CHORD FOR 4 NAILS @ EA. END JSS SPANS (ACHED W/ 2 -16d `7LJi1� `1 �' �j �' LJI IJl 2x4 PANEL BLOCKING EA. TRUSS JOINT " LAMINATIONS W/ (2) ROWS OF (2) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 @ 48" O/C FOR THE FIRST (4) ROWS OF BLOCKING @ 24° OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. :W/2-16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & =NAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS SONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ,-HITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 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 >EE PLAN FOR OCATIONS) 10dx3" O/C @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K'_J� SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. V V I Y 1. L"/-%l Ill 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) • STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL 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 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAI W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - @ 24 O/C TOPCORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST 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) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 7' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) t.vn . ur nnuva vvr roan iv �i i q - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2) 12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST 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) GABLE TRUSS 1/2" CDX PLYWOODOR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 4 W/ 10d NAILS @ " O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL TT GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" OIC (TYP) \-BRACING W/(3)10d x 3" @ \- • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z W iZ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. CLU ui --- 0 z o W d w m C? o � d w b r 2 o b X a b b � � NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL it /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) C 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 r Z co 0 z� Q OJ crn �W w � p •U - w 0 T ~ E Vol 10, V �(z ~ U mn 0M W C f0 M tL9�M — Q8 = :� _O 0 = LL B N U� nf 05ao Y Q °a� O 0. rn<6 N C B D C N UC c ) 0) O N lam() LIDO N Q, o z Z W 1— O§ ";•�.l t '� p W o:, Ow m �. nr 47 RLAZ W1 0 .Lo 0 r.", T „ F � ° d o` To the best of the Engine' kn'd.�ey.into $nand belief, the structural plan;' cifica'- ebb nta I e within these drawings comply i B,'f a idaE� Code 5th Edition (2014) Residential. Edgijhtvhsignature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Zr4 0 � atermo + M O M Q 'M Ll) a°U" CL M O 0000 Q Z � WLU OR WU_0 w°w°Z~S� z UI-xNo0 OZ} z a o z Q Q U Q Q Z.� = g Z c�zgpuj b�w 0U)0 0 LU N cLH o N Ln N N Ln ,--I • J U, 0 Q ce w000� uj LL oEz apw&=z zCL oo oz �W�LU F� � —J o9�oo Q J1� � QwOQ Qv)_OwQ .1d, wXg z o N Q~LL � � z g JO a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 30B NO: 16-6653 SHEET NO. S5 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER SHT. SDW2-K1FOR TO SHT. SDW2-Ki TO SHT. SDW2-K1 MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C.TO t1114. FOR CONN. DETAILS CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3/16" 0 X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD - TAPCON. INTO TAPCONS STAGGERED STAGGERED IN 16 " 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ D. 90°HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @TOP & JOIST TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" A-1 METAL SEAT PLATE �� O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL AAND OIST TYPIC FOR CONN. DETAILS FOR CONN. DETAILS M10d @ 12" O.C. 1 X 4 FURRING 100 2X8 P.T. WITH 3/16" 0 X 3" +2„ NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS - 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 JOIST & (4) 3/16"xl-3/4" WEDGE 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE BOLTS INTO K.O. BLOCK +5^ FIRST 2 COURSES BUILDOUT aC� OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rHSCALE: RETROFIT FOR MISSING EMBEDDED STRAP N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX e SOLID W/GROUT tr Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS = USP RT16M W/ (8) NA11 NAILS & (6)" x 24" ; BLOCK HEADER ; ;. ... TAPCONS 1/2 DRYWALL . ti' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) > 10d NAILS x 11" NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE y °• 2 `= (4) 4" X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # , (4) 10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) 2 x 8 BRACE/ BLKG. 7/16 OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" d BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. '' ^ ;« : •:'' .: SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ' CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 .. . . N.T.S. .• a� :..:. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ­'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (2)10d NAILS @ 8" O.C. X OVFR TO TRUSS TOP CHORD yqN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + �FN + C'TH PLYWOOD SHEATHING 11 - 5 - JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT 1/4„ MAX 2'-0" 8 TRUSS + SOFFIT iD n a. o p #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1.011 Is ° ° 9t7 CENTERED W/ - 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . ®s o • . ° yb — IN TOP o KNOCKOUT / N EACH TRUSS o a . - ; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR •a °. MONO FOOTINGSIZE VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL AND REINF. PER PLAN ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° • ° ° CLEAN FILLS) 2 x 8 VERT. BRACE INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT .> DIRT Z TO BE INSTALLED 00, 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL °: ° STANDARD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o #5 BAR IN 90' HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL ' `- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") `- It _ . ,� . , . ,, 't . ,, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _, ►: •.- • �.- •.- THRU OSB INTO 2 x 8 O.C. .- .• ,• r .• ,• .• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS 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. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 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 W/ (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION 8" STUDS STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ "SET" z zo EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON EPDXY MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g _0'� F F 5" EMBEDMENT & 3" MIN. FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EDGE DISTANCE g LU NON LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. u o " o LU a A REINFORCING AS FOLLOWS: * SEALANT - J=�_I=I�-1=� I=1 1= Q U_ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. F_ * PRESS PANEL REINFORCING INTO PLACE. (=) I =III L I �.�. � 0 z 5X6' EMBEDDED INTO 6D MIN. LAP SPLICE W/ .�. � EXISTING FOOTING 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :; ` REINFORCING PANEL I-III—J— a 04 FILLED CELL SMOOTH. DO NO FURROW. .;: - ;.:'` `V" n , .° III=I I =I =ll=l I DRILL 3/4 X6' MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V ° REMAIN FREE OF MORTAR. NOTE: ``' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. N g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o (2) #5 REBAR. MIN. 3„ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00,COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE 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 MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D ID z_o Z Z Q o J a. z Q) v� .}� w M •u — w O tti ~ N :D �Vi o0 U w �M Cc N Cl) —8 0 ONO tw00 U(D Sao Y Q om, Q •S < 6 BD®�J- NCBDC CO N � M N � � fn c0 V � � LI m ; �.wul� �E IV ~Nog" q w .. Q� LLI >� �QLL °LL W ,N CD 711 ;_ W O QM u7 V •. r V Cc'% �z FL ^(f •• V To the best of the Engine ef- kno I�de,_Iit i i 3n,% iptib belief, the structural plans Kd�,§ g ' ications co�I ee�;,� wr°t��t0 within these drawings comply , 1 g 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. O Z N O i>O M a�M'� Ln a �' ILL CL <_7 Z F- . < V CL00 Q E § fu Z W J � d- oZ W O LLLL w Z I— v) 0. vi-��in0 rZ>-zQU z Q UU a s Q =�zZ;Z �goW o�S�oo 8 N 2�;zQ O LU z �� r-I Ln N N Ll) � i J B oa waH� 0oo wO� zoz08o -0 Z Z zO,-w Ozz w w n= O j W oFa� J `� 8 g'ul 8a Ly -Z!� T'I �Qoo N i� `�aoLLZ z< V O o N Q� z . LU 0 Z H a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r i -,� °°I f--IUU�w LlIVlI IraJJV 99LLJ SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 YBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATEA DIRECTION TYP. ---\ n Cd7 n SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD W TYP. TRUSS ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL /,- 2 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & - 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d W/(14)-10dX1 1/2" EACH A I COLLAR TIE EVERY 3rd RAFTER 1\\\ `\SCREW EACH TRUSS -1 \ BEVEL CUTS PRE-ENG. TRUSS (OPTIONAL) 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 2x8 #2 SPF RIDGE BEAM . 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: 1/2" = 1'-0" ---LWOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=V-0" SCALE: 1 /2"=V-0" U zo O _ z z� d OJ z O Vq U Q) n c w p w ~ V�ZD o o Cl) U LUC� Op — U 0M M M 2 -0 M O O" Uy L T 00 CD d iT Caa Ln O� rn¢ o A' NC�B D C V`�7o N . Zoo....... LL�L0, Litt 4i s ®4 B S 10 ` m 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. O z r*4 O CUn r� M O M Q Lr) a cn•�d' Ln Q U- Q �j o.00 Q E z LU d' oz WLL0 L„ z o m OF— Nj00 z >- z Q U zQa8 S�•ZL, zz �Swbant- (V OaO�O- U=O W N ~aozOO O Ln N Ln U) J J oa BLU 0 Q Lj �FZmo o&W°I-zZ fu z Z W z°,�g Ww�za=)0 Q) LU �' 6giWQcJ J ,A�xx �� W 2�g�*tea //� VJ LUw0LL_zQ ¢¢�p0 N N z a o �a°zQ � rl O � � 2 LU ¢Q�g 0 O `� z . . U > Z W g z O U) SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER " WEATHER DOOR ROUGH OPENING SLOPE RESISiTIVE 0.3 in : 12.0 in R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. 9 PP g 9 P Y BARRIER WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) TAPE - EXTERIOR SELF -ADHERED FLASHING ::':;`.':?':::::' 3/4"-1" BEAD OF CONSTR. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes andbreaks, complying with ASTM D 226 for Type 1 felt or - 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, V THRESHOLD OF DOOR AND RETURN OVER RIM Jo1STAND UP 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 nsseMa�DNnNoav WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR 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 -- - _ 3 z - CEMT. FIN. t t the t f t I described S t R7 03 1 o meet a requirements o the exterior wall envelope asin Section WEATHER SELF -ADHERED FLASHING BUILDING PAPER REsISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: �..: 2 BARRIER - SEAL TOPS JOISTS WIRE LATH 1. In detached accessory buildings. UNDER DECKIKI NG - SUBFLOOR 2. Under exterior wall finish materials as permitted In Table R703.4 - - - - - SELF -ADHERED FLASHING (SEE DETAIL WP07) ......... ..... �:::.. ....•:.. ".;:' . 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. HEAD FLASHING TIE-IN INSTRUXTIONS: - R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 1. Cut, fold up &temporarily secure weather resistive RIM JOIST penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 3. Fold weather resistive barrier back head BE USED. over flashing and seal with tape 2 2 O following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. Scale: SELF -ADHERED FLASHING FLANGED WINDOW NTS ■ ' SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ , 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/VVDMA 250. EXTERIOR DOOR WITH DECK - SECTION A :MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. P Y ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL SCORED R703.6.2.1 Wee Screeds p . :;;::.. coMPATIBILITv::;:;;;;:;;;::::;:;::;;;;;;;;.:;;.:;:: RELEASE PAPER A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED F LASHING SELF -ADHERED FLASHING ( BEFORE FOLDING SCORE �� 3 1/2 shall b provided at r foundation late line exterior r TM e v o below the ou dation eon exte o stud walls in accordance with AS C 926 P P ' EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF i2 THRESHOLD O SECTION -A (SEE DETAIL WP02) V SELF -ADHERED FLASHING SELF -ADHERED FLASHING PRODUCTS DETAILS 2 SELF -ADHERED FLASHING �,e P 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1 �� 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of BOTTOM NAILING 8 SEE DETAIL WP07) 2 (SEE 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■' HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - �Ground� 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 a SHEATHING _ piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier g Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco ° - 7/8" Cement Plaster d :- � 2 in accordance with DOUBLE JOIST _...- :':... 3 ___.. _- _ -_ ......__...... .. .... _- _..... d a °d ASTMC926 - _ = 8 Cement PI r 7 me Plaster SINGLE wooD BEAM ° . ° Felt backed metal in accordance with JOIST BELOW _ -- 1 SELF -ADHERED FLASHING Foundation Walled ° lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 0 d ° a a with ASTMC1063 ..... .-.... a Felt backed metal y, " w 2 _ Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 FLASHING FLASHING Q5 ,���� 7/16" O.S.B. %, Building Paper sheathing 7/16" O.S.B. Metali sheathing SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ • ' FOUNDATION WEEP SCREED ■ • / Flashing ' . DECK JOIST OUTSIDE CORNER • .. Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 ®,® o,®m® All inside and ° over wood 2nd ,®®°. ° ' ° ° outside corner will floor ®a®o® need to be miter ®®® cut and caulked all butt joints need to °,o°°•o,O o°g°q° ° ®•®,®®®•o • becaulked using Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ■ , NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE O zo - o Z CO Lu Z� Q Z Ln U Q) cn i-J w Q w O �- y �V) F- o0 COr U W 0)M C (a M E -0 M` 6 N Oo min 00 LLd 4) :3 -00 0 Co a Loot/ o� a o ' N•C�B �D�C co LO CO NLOr- fn O N N V p C-4 o O O Z Z Z ZW;�T� NULL F ti 0 J J J ' ..0 Q LL LL W V •� _ �O r Z N �a � Z a - a O m O N •ern Z Z Q Qrg C) N - W w J � M� 00 �w U m 00 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 fV O�l� i�MO i>4. �M f0 I1 0 Q U p, � e-. fu Q00 Q �00 Z WLU d" oZ ED 0 U- LUZ aW � vno0 OZ � Z < 6 Z> Qvf< = Zwia-Z a ° o 3 rn o O W N N S �a0Zo Lbw O 3J to U) J N Ln Q Q � boa Q Z w000� 0 �0Z,ILL 0 fa z z I„L � UJ Z 0 J O oou�¢c-1 > ` O�o>2oa- o_ N T� LL wWOLLZ� LU oo ¢&J- LUA NTI n ZN DC O d- <ZY W aa�� W U- Zco .. 1-- > Z O g >� J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. Florida Department of Business & Professional Regulation Pape i d I Building Codes and Standards 7rm2o15 Product Approval Application Detail PRgt Empty or pats ➢am Data Peedlnc 1111 IM Va lion Mi m lachuor Contact EnpinesrB LkNu Wadded By Validated Submitted FBC Amseval Aoomwd atatia,, Revision 2014 Thermo -Tan Corporation Rick Wright National Accreditation & Ryan J. IOng, P.E. 02(26=15 02M=015 03/03,2015 Approved Category; Exterior Doors (419) 298-1740 Management institute (813) 787-8283 Subcategory: Swinging Exterior Door Assemblies ikbvauwbIdga nauaants. Compliance Method: Certification Mark or U.ting can aygp Protlur Moral. NumbeYa Name 4BI9V,At4lI— fjg( sCa __t E_ :radian Approved for Use Approved for we rib In HVKZ Outside HVKZ impact gulen 6 e. &qud;Smooth-Star&quoL and Ouc ;Berldlmerk by 88 arld 8/0 Opaque and Glazed Fiberglass Dwrwfth 121312021 No Yea NO WA Th—Tru&quot; and without Slaises. InaaMg and OulaMng Snsgt Entine or nob, pay Date Pending ggg Iygg Vmyg JAL Contact Enalnesr & LMenae VMldabtl By Vali4ate4 $vbraIlyll FBC Approval Airmoved SM RevWon 2D14 Therma,Tm Corporation Rick Wright National Accredg aon & Ryan J. King, P.E. 00f282015 00/132016 07105U015 Approved Category: Exterior Doom (419) 2WI740 Management Institute (813) 787-8283 SubCaupory: Swinging Extetor DoorAmemblin nickwomblrglconsallenb. Compliance Method: CartiBCatlon Mark or Listing oom Alag Product Model. Number or Name Quality AEpypnoi, Product Description Comreet Emlretlon Deb Approvedtar Use As roved for ltee In HVHZ Outside HVHZ Inept Dead R.1amt l rinual , 5 e. &qupt,Smeom-Sbr&gJok and &qua;Benchmsrk by e/8 and 810 Opaque and Glazed Flbaglaw Door with 12/312021 No Yes No WA Thertne-Tm&quol; and without Sidelines. Inswing and Out wing Search Onions Code Version: 2014 FL #: 16225.5 Appacetlon Type: ALL Product Manufacturer. ALL Category: ALL Subcategory; ALL Application Status: ALL Compls Method: buc ALL Quality Assurance Empty Contract Expired: ALL Product Model, Number or Nam.: ALL Product Dsscrip l : ALL Approved for ues in HVHZ ALL Approved forweomNd.HVHZ: ALL Impact R..btanb ALL Design P— re: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page i dt Building Codes and Standards 72a¢015 Product Approval Application Debi 8amh Crwa Code Vmlom 2014 FL #: 15332.2 Appi -Type: ALL Product Manufwiumr. ALL Category: ALL Subcategory: ALL Application Sows: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Descrard : ALL Approved for use in NVHZ: ALL Approved mY—oubaMa HVHZ: ALL Impact Raabtam: ALL deign P" W. ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I ofI Building Codes and Standards 72042015 Product Approval Application Detail Search Criteria Code Version: 2014 FL #: 15217.9 Applicedpn Type: ALL Product Manuhch— ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Emory Contract Expired: ALL Product Model, Number or Name: ALL Productowdption: ALL APpmved for use,In RVHZ ALL Approved for use ouasMe HVHZ: ALL Impact RNbbnk ALL Design Pm..— ALL Date From: ALL Data To: ALL Search Criteria Coda Version: 2014 FL #: 15225.8 Application Type: ALL Product Manuhcfu— ALL Category ALL Subcategory: ALL Application Steer: ALL Compliance Method: ALL Quality Assurance Easily Contract Expired: ALL Product Model, Number or Name: ALL Product DNcdpnom ALL Approved sorues in HVHL• ALL Approved for use outside HVHZ: ALL Impact Re.h trod: ALL Dsslgn Press ALL Data From: ALL Dab To: ALL 201 7mg Vandon ddaaWtgm[tL Revision 2014 MI Windows and Doom Ca[agory:.Wlndo Subcategory: Single Hung Comptiana Method: EVWWUW Report prom a Florida Regularad Archly or a Lkanwd Flotde Professional Engineer All" Product Model. Number or Name 5 SERIES GA 195 ALUMINUM SH Search Criteria Cede Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL ProductOwscdpti : ALL Approved foruuoutaNeI V IM ALL Design Pressure: ALL Data To: ALL Entity or go 20 Date Pending no Cgahr& EBphhesY a Lieenss Validated By VaWBed Submitted FBC A,-1 Aggfmmd 11111110 Brent SlMnger L.A. Roberto Lomas Steven M. Udch, PE osr=415 OWS2015 07106/2015 ding FBC Appn (717)3854300 PE-62514 (717)932-WW _ bsitiinger®nawdam ApgQu'ffifar Use ARRMZg brUu Inmect Desiso Product dacHodon Contract Expired- Dora hl HVHZ lade HVHZ Ross PJ SERIES GA 195 ALUMINUM SH NI 54X72 12131/2015 No Yes No WA FL P. 16217.5 Product Manufacturer: ALL Subeebpory: ALL Compliance Moth dt ALL Product Model, Number or Name: ALL Approved for use In HVHL- ALL impact RubhnL• ALL Data From: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7a=15 Product Approval Application Detail Cgat Empty or go gay Dab Painting 20 ]:llg}, Vsulon Manuranwror Contact Enalnwr&LIcanN Ventilated By Validated Submlgag FBCAporovel Aggtejad stave Affirmation 2014 MI Windows and Dom Brent Sulinger Luis Roberto Lomas Steven M. Ultoh, PE 04(302015 04MOM15 O5/102016 Approved Category: windows (717)3MMOD PE-62514 Qi7)902-8500 Subcategory: Horizontal Slider bap nga(bmhvd.com CompOana McNpd Evaluation Report from a Florida Registered Arch6ect or a Licensed Florida Prohaelonal Engineer 8so# Product Model. Number or Nome _----------- QuAwAseumove Product Detonation Comrect Expiretiar Dab Approved for Use Asorov.d Tor L_ Outside HVHZ In _ bDLupt !?!!4!!th an L— i SERIES GA Ills ALUMINUM HORIZONTAL SLIDER SERIES GA 196 ALUMINUM HORIZONTAL SLIDER 1213112015 7ZX54 No YN Ho WA Sureh Crhade Code Version: 2014 FL P. 15288.1 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application StMw: ALL Compliance Method: ALL Quality Aesuence Entity Contract Expired: ALL Product Modal, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outalda HVHZ: ALL Impact Resisam: ALL De.Ign Praesure: ALL Caro From: ALL Data To: ALL Florida Department of Business & Professional Regulation papa 1 d2 Building Codes and Standards 74202015 Product Approval Application Detail Sffigt Entity or gals oft pat, Porallialpay im Version Manufacturer Contact Emmkmra L[,,, V.IMNed By Validated Sind FBCAoamval Qppmved tt(o Revision 2014 Therma-Tan Corporation Rick Wright Lyndon F. SchtNm. P.E. Ryan J. King, P.E. 02f02r2015 01131/2015 02AM016 0411542015 Approved Category: Exterior Do nor (419) 288-1740 PE-43409 (813) 787-8283 Subcategory: Swinging Exterior Door Assemblies rMovarwbidgoonsultants. Canpllanu Method., Evem ffw Report from a coal Florida Registered Arrlhfied or a U...ed Florida Profeselonil Engineer z2g;8 Product Naal.Nunboror Noma �mahcBwltaD� p, j Approved to, Use A—,d for Use In HVHZ lLlteldt.HvKZ I,t Rosistug pact!, i 1 a. lkwot'Fiber-0Ianiumuot; or&quot'smooBrstar&quot 68,OW'.8&quotAon-hnpsc quok Opaque Flbergica 12131=18 Yes Yes No WA Dmrwfth &amp without Sideats(s) - Outliving (X, OX or XO, OXO, XX, 0)= Consguratlons) r"A EMHv or ate 1)ete, Dato P.edha Cab im version Manufacturer Contact Enalmora License Velidebd By Validated Submitted FBC Aporoval APJN2sd tl Revision 2014 Therms -Tan Corporation Rick Wright Lyndon F. 3chMdl, P.E. Ryan J. Ktng, P.E. 0&28/2015 051=015 07/0512015 dkg FSC Appn Category: Exterior Doors (419) 2WI740 PE-43409 (813) 787-8283 Subcategory: Swinging Exterior Do"AmemMies dakwdgrwbldgoonsuaanm. Compliance Method: Evaluation Report from a coal Florida Registered Afdtibd or a Lkenaed Florida Professional Engineer ant Product Mods[. Number or Name QuallivAssursata Product Description ContractE Wradw Dab Apooved fur Use Apmovad for Use InOutsideeHVHZ RNWM pasilift Prices, 1 & Squd;Fiber-ClemkBquot; or&quoCSmoot -Ster&quot; 5&t39;8 &gw4NOMmpad&quot; Opaque Flbergim 121312018 Yea Yes No WA Dow who &emp; without Sidegle(s)-Outswing (X, OX wXO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 14+ Building Codes and Standards 7rmrm+s Product Approval Application Detail Sesrok Cfaea Code Vernon: 2014 FL #. 15332.4 Application Type: ALL Product Minubcmrcr. ALL Category: ALL Subcategory: ALL Application Status' ALL Compliance Method: ALL QuMNy Assurance Entity Comma Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVIM ALL Approved for uesoaWtla HVNZ: ALL Impact Resistant ALL Ceslmn Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 72o2015 Product Approval Application Detail QWI Enft orr psis ➢ey pat, Pnndme Data Iygg version Manufacture i Contact E,[ne.ra License Validated By Valkitd E9Ymeya Fecanomya[ Arxoved Stage Revision 2014 Clopay Building Products Company Mark Westerfield Imeriak Testing Services NA Gery Pmsrder M1212015 03/192015 06/2112015 Approved Category: Exterior Doors (513)770.OM Ian.- EfWJernock Hemet' (513)simsw Subcategory: Sa ilonul Exterior Door Assemblies mweatafielt�dopeymm Compliance Method: CedMatlon Murk or Listing Bent Product Mod,]. Number or Name Quality Assurance Approved for Use Approved for de Productdmrimbn ConhaefExolretlorData 1,.NVtli pgyldeNVHZ tea eat l nkffi Ealla i pressum, 86 085 W5-09 PAN-2F153: 73, 75, 84A, 94, 42. 48,428, 488, Steel Pan (min. 25 ga.) Single -Car (up to OV wide) 05212028 No Yea No +30 PSFI-42 4RST, BRST, GD5S, GR5S, ARSE, ED56 WINDCODE&#174; We Garage Door PSF Sesmh Crites Code Version: 2014 FL#: 15270.86 APW.d—Type: ALL ProductManufaothe: ALL Category: ALL Subesbgory. ALL Application Stabs: ALL Compliance Method: ALL Quality Assurance Emily Contract expired' ALL Product Model, Number or Name: ALL ProductDasedpti : ALL Approved ire ues In HVHZ-. ALL Approved for use outartls HVHZ: ALL Impact Resistant ALL Wolin Praesun: ALL Daft Fran: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 7292g15 Product Approval Application Detail 22lit Badly.gt 291 291 >Data Phaliffic 20 Stu! version [ pgDta9t enpinesrs Lbarnse YJII4ama8Y dfaSdt4d Submitted FOCA,—[ Awroved MR118 Revision 2014 MI Windows and Doors Brent Stanger Luis Roberto Lomas Steven M. Urich, PE 063012015 OS/252015 07/06/2015 dog FBC Appal Category: Windows (717) 365.33M PF-62514 (717) 932-MOO Subcategory. Single Hong bsltipngera tod.com Compliance Method: Evaluation Report from e Florla Registered Architect or a Uceneed Flaltle Professional Engineer OudavAas — Approved for Use Approved for Use ins t Dead �Aa Product Model. Number or Name Product D—dodan Contract eackflan nab kiNVHZ Outside HV14Z tbebtant Praewu 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12131/2015 No Yee No WA Search Criteria Code Version: 2014 FL M 10217.7 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Straw: ALL Compliance Method! ALL Quality Assurance Entity Contract Expired: ALL Product Modal, Number w Name: ALL Proauodaeripelem ALL Approved for use In WHIZ. ALL Approved for we outside HVH2: ALL Impact Reslefent: ALL Design PreNum: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page 141 Building Codes and Standards 720Q015 Product Approval Application Detail code Enft or gals Rat Date panel" Data 1)m version, Manufacturer Contact Enalrber&Lbeses VedatedBy Validated VgbgrJfyd FBC Aminwal Approved Eylua Affirmation 2014 MI Windows and Doors Brent Sldinger Lda Roberto Loma Steven M. Utah, PE 041302015 04rW015 0511=018 Approved Category: windows (717)385-330D PE-82514 (717)932.8500 Subc.tegory: Hakomal Slider beltiing.Q..d.mm Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Fluids Professional Engineer Product Moial.Nulb.rorName Qualm Aasunnc. Approved for UM Anomwd for the Product ,QS, In HVHZ p,taid,HVHZ I—t Design Resistant Porasms 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12J312015 NO Yee No WA 72XS4 Sarah Criteria Code Venton: 2D14 FL #: 15288.2 Appacaaon Typo: ALL Product Manuhcbrror. ALL Category: ALL Subcategory: ALL Application Shtua: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Nam.: ALL Product Description: ALL Approved for use N HVHL• ALL Approved for use ouuMe HVHZ: ALL Impact Reslerant: ALL Design Preesure: ALL Data From: ALL oars To: ALL Florida Department of Business & Professional Regulation Pape I ef I Building Codes and Standards 7r2000i5 Product Approval Application Detail 2291 Ealft, pay Diu Data Pendma pate mass Version Manufacturer Cantata Enokgara Llceae Validated By Validated Submitted FBC A,—1 Am@Yag status Aff nne log 2014 MI Windows and Doom Brent Sidings, Luls Roberto Lomas Stave. M. Udch, PE 041302015 00012015 0&082015 Approved Category: Exterior Doore (717) 3853300 PE-62514 (f17) 932-85M Subcategory: Sliding Exterior Door Assemblies bartimgerliRtovd.corn Compliance Method: Evaluation Report from a Florida Registered Anft d ora Licensed Florida Professional Engineer >ilma Protluct Nadal. Numbers Noma Aooroved For Use Aoomwd for the knmct palm %4� InHVIM Outside, Resistant ! 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OXO 121312015 No Yee No WA 145,&Wuakx &08quo; NON -REINFORCED Search Criteria Code Version: 2014 FL rk. 1SMA Application ryes: ALL Product Manufactumn ALL Category: ALL Subatogory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Numberor Name: ALL Product Description: ALL Approved for use In NVHZ: ALL Approvedforuasoubide HVHZ: ALL Impact Resistant, ALL Design Pressure: ALL Data Fran: ALL Deb To: ALL Florida Department of Business & Professional Regulation Pepe 1 41 Building Codes and Standards 7rmrzo+5 Product Approval Application Detail Suron CrSea Cods Version: 2014 FL fi 15332.5 ApPa WType: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Stall: ALL Compliance Mathod: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved Tor use In HVHZ: ALL Approved par uaa outside HVHZ: ALL Impact RNlsbm: ALL Deaig. Preuure: ALL Data From: ALL Data To: ALL Search CNMda Cod. Version: 2014 FL A 18279.102 Application type: ALL Product Manutecwm : ALL cowry., ALL Subategory: ALL Application Sbos: ALL Compliance Method: ALL QualityAssurana EndlyComrect Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for ore in HVHZ: ALL Approved for use outside NVHZ: ALL Impact Resistant ALL Design Pressure: ALL Date From: ALL Data To ALL 8esroh Crain Code Version: 2014 FL P. 15217.8 Applaud -Type: ALL Product Manufacarrer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Wawa Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVNZ: ALL Impact Resistant: ALL Design Prove un: ALL Data From: ALL Data TO: ALL Florida Department of Business & Professional Regulation Page 14I Building Codes and Standards Tr20rml5 Product Approval Application Detail Code gggprgt Rio gay, DamPandlno 20 lyga Vmlm Mmufacturer Can tc Enabuera License Validated By Validated FRO Approval Ap@ygd Aglaia Affirmation 2014 MI Windows am Come Brent Silanger Luis Roberto Lana Steven M. Udch, FE OV302015 0430/2016 0511012015 Approved Category: VAhd— (717)365-3300 PE-62514 (717)932-8500 SubCategory: Horizontal Silda baitiin"brAwd.com Conplbna Method: Evaluation Report from a Florida Registered Arditot or a Licensed Florida Professional Enghroer QuaWAssu — Approved farUas Apeovedforthe Inmad Desion ant Padua Meal. Number or Name Protluct DamdDtbn Contract Expiration Data alEM Outside HVHZ Resistant Plans- 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2015 No Yes No WA SLIDER 108W Search Criteria Cad. Venbn: 2014 FL P. 15288.3 Application Type: ALL Product Manufacturer. ALL CMegory: ALL Subcategory: ALL Application Status; ALL Compliance Mamod: ALL Quality Aaapremnro Entity, Contract Expired: ALL Product Model, Number or Now: ALL Product Description: ALL Approved for ues In HVHZ: ALL Approved for we outside HVHZ: ALL knpao Resistant: ALL deign Pressure: ALL Data From: ALL Dab To: ALL PA Numbers PA1.0-PA1.4.dwaf Tampa N v J C0 0 �a L L Q. 0 LD N Co c ♦V Cl) 0 L a) O CIO =J ^ W Cn O CIO 0 .� � CX C= (D as M U as Cn O }A r� i O (10 W N V m m W � Q z Z Q J SHEET NO. PA 1.1 Sarah Crated, Cale Verson: 2014 FL M 15288.4 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appicatlon Status: ALL Compli .. Method: ALL Quality AssuranceEmftyContract Expired; ALL Product Model, Number or Name: ALL Product Description: ALL Approved sr use In HVHZ: ALL Approved foreseeoutride HVHZ: ALL .Pact Resistant ALL Design Pmeaun: ALL Data From: ALL M To: Da ALL Starch Criteria Cad. Version: 2014 AppicetlonType: ALL category: ALL Appicatlon States: ALL Quoddy Assurance Entity Contract Expired: ALL Product cd Dxptlon; ALL Approved her use outside HVHZ: ALL Design Pmsure: ALL Data To: ALL FLY: 16278.8 Product Manuacturan ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Nam.: ALL Approved for use M HVHZ ALL Impact Resistant ALL Data From: ALL Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 742012015 Product Approval Application Detail Search Criteria Cod. Verson: 2014 FL M. 131922 Application Type: ALL Product V—.&.Lac—. ALL Category: ALL subcebgoM• ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name; ALL Product Descdp9oru ALL Approved for use in HVHM ALL Approved for ux outside HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Data Fran: ALL Dab To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7rm2o15 Product Approval Application Detail Search Criteria Cod. Version: 2014 FL d: 1= .6 Application Type: ALL Product Manufacture: ALL Category: ALL Subcategory: ALL AppicaNm Star.: ALL Compliance Method: ALL Quality Asomece Entity Contract Expired: ALL product Model. Number or Name: ALL Product Deeclpem: ALL Approved for use In RVHZ: ALL Approved fa ese oubMe HVHZ: ALL Impact Resistant ALL Deelgm=mrs: ALL Date From: ALL Dim, To: ALL Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 7/AMIS Product Approval Application Detail 22" Enduro IZik Gild Datap.rrdlw new Version NS65t(aSklMd Sam En,imer & Lkonx validated By yglRgkQ $yjudftsd FBC AMM-1 Agmaved SbS. F^rF; Code version: 2014 FLY: 6219.4 Application Type: ALL Product NanulxNrer, ALL Category: ALL Subcategory: ALL Application States: ALL Complbroe M.: ALL Quality Assurance Entity Contract Expired: ALL Product Mod.I, Number or Name: ALL ProductDeism" : ALL Approved for une In HVHZ: ALL Approved for ux outside HVHZ ALL Impact Resistant ALL nation PreesU.: ALL Date From: ALL Date To: ALL Florida Department of Business & Professional Regulation Pa9.1 or I Building Codes and Standards 725R016 Product Approval Application Detail _ SamichCritsda Code Version: 2014 FLY: 16278.4 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Numb.r or Name: ALL Product DxenWon: ALL Approved for use In NVHZ• ALL Approved for ass wields HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Date Fran: ALL Dab To: ALL Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 74=15 Product Approval Application Detail Ste! EDtlkrB[ RM BIk Dab Parmino Daft min version Manufecturor Contact Enainxr&Llcxss ValMebd Rv Validated Submitted FaCAeRwAl Aaoroved States Affirmation 2014 MI Windows and Doom Brant Slaingar Lute Roberto Lomas Steven M. UIIch, PE 06MI/2015 05/012015 05110/2015 Approved Category: Vindowe (717) W54300 PE-82614 (717) 902-85M SubcategoM• Fboad baNing.C.I d.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida ProteselonY Engineer at" ProductModal. Number "Name, Angroved for Use Aaoupwtl for Dae Product Designation IDt)VKZ outside HVHZ ft.Qgg lam. Rosistort1 9 SERIES GA 195 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 12r312015 No Yes No WA Search Criteria Code Version: 2014 FL rt 1527B.9 Application Type: ALL Product NMnubeturer. ALL Category: ALL Subcategory: ALL Application Stm.: ALL Compliance Method: ALL Quality Assurance Entity Contract Eplmd: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in NVHZ: ALL Approved tar ux oubMe HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Paso 1 of; Building Codes and Standards 720Q01 Product Approval Application Detail Search Criteria Code Version: 2014 FL Y: 15272A Application Tyw. ALL Product Manufacturer. ALL CM.gOry: ALL Subcategory: ALL Appicatlor, States: ALL Compli...M.Mod: ALL Quality Assurance Entity Compact Expired: ALL Product Model, Number or N.M.: ALL Product Description: ALL Approved for use in HVHL ALL Approved torus. outside HVHZ: ALL Impact Resistant ALL Design Preaunc ALL Data From: ALL Date To: ALL Florida Department of Business & Professional Regulation Page t a1 Building Codes and Standards 725Q015 Product Approval Application Detalt 99514 Eltti&It.m M Bak Dab Peedba 20 ]jgxy"Im Manufacture contact Enalnar&Llcana Validated Bur Validated Submitted FOC Ameroval A--d states Revision 2014 Thompson Afdlaechlrel Metals Company, Inc. Scott Brown James L. Sudmer Steven M. UriCh, PE 05miWI6 04/29/2015 0WIM015 0823)2015 Approved Category: Roofing (813) 2483458 PE31242 (717) 9324kM Subcategory: Roofing Accessories that are an fivaptle0m®yahm.com Integral Part of the Roofing System Canplbnce MaSb,d! Evaution Report from a Florida Regidored Architect or a Licensed Florida Professional Engineer a-* Pno Model. Number M Nmne Product Descriabn QueibAssurance Aoorwed for We Aucroved Contract P_xmlmdon Deb In HVHZ Outside for Use InmanDnbn HVHZ Resbbnt P— I- &quotlst Top Off Ridge Vent with Baffin for Tlle&quot MWmum 26 Gauge Steel, Nominal 48939;, 68Y38;, 127312019 No You No WA 8eY39;, or 108,1199; Wide Off Ridge Vera Attached to Wood Dank Starch Criteria Cod. Vesbn: 2014 FL Y: 5219.1 Applaidt. Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Blame: ALL Compliance Method: ALL Quality Amemince Enty Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for ux In HVHZ: ALL Approved far aces outside HVHZ: ALL Impact Resistant ALL Design pressure: ALL Data Fran: ALL uses To: ALL Florida Department of Business & Professional Regulation page i of Building Codes and Standards 7/2M15 Product Approval Application Detail Cod. EBdhest !kk DO Data Pending Data mm Version Manufacurer Contest Enolnxr & Lksme ValMbud Bat Valki bod Submitted FBC Aomovel Ammwd t5 goat Affirmation 2014 Florida Metal Products Inc. Clink Janes Miami-0ade SCCO-EVL MIamFDad. BCCO-VAL 02272015 02272015 03/0W015 Approved Category. Roofing (904) 78M400 (786) 315-26W Subcategory: Roofing Accessories that am an dmhaBamco.conn Integral Part of Ore Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity 22" Product Nodal. Number oName Product Desorbodon QuallIvAssummoo Averoved ter Use Aucrovid fir Us. III.tEQii outrideHVHZ forced Britton Bssktent Pearson, 1 RV10 RVIO ALUMINUM RIDGE VENT O1/312018 Yes Yes WA WA Search Cribrie Cod. Version: 2014 FL Y: 2075.1 Application Type: ALL Product Mamdauhrsr. ALL Category. ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity, Canoed Expired: ALL Product Modal, Number or Name: ALL Product Descdpd— ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Reelstenl ALL Design Psaure: ALL Data Fran: ALL Date To: ALL search Criteria Cods Version: 2014 Application Type: ALL Category: ALL AppOcattm States: ALL Quality Assammo Entry Contract Expired: ALL Product Description: ALL Approved for use -laid. HVHZ-. ALL Design Pressure: ALL Data To: ALL Florida Department of Business & Professional Regulation P.qa I orl Building Codes and Standards 7620=15 Product Approval Application Detail FLY: 15278.6 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use M HVH& ALL Impact Reds ant ALL Data From: ALL Florida Department of Business & Professional Regulation P.P t al Bulking Codes and Standards 70aW15 Product Approval Application Detail Starch Criteria Code Version; 2014 FL Y: 15333.7 Apploadon Typ.: ALL Product hhnuhct are ALL Category: ALL Subcategory: ALL Application Sots: ALL Compliance Method: ALL Quality Assurance Entity Comrect Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In NVllZ: ALL Approved forty outride HVHZ: ALL Impact Resisdift ALL Design Pressure: ALL Data From: ALL Data To: ALL earth Criarie Cod. version: 2014 PLY: 152722 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Surf.: ALL Compliance Method: ALL Quality Assurance Entry Contract Expired: ALL Product Model, Number or Neale: ALL Product Description: ALL Approved for use In HVHZ ALL Approved for uta-IM. HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Data Fran: ALL I)m To: ALL Florida Department of Business & Professional Regulation Pge i al Building Codes and Standards 72012015 Product Approval Application Detail Code Enavr or gayg ➢Sic Dab Pending Date ,'an Version Manufacturer contact En sneer& Lbanes Vesde ed Rv yalidatetl Subg»q MCAmeroml Am moved Stalus Revision 2014 Tlrolnpsm Architectural Metals Company, Inc, Scott Brown James L. Budder Steven M. Udn, PE 0=112015 04r29Y2015 05/10/2015 08232016 Approved Category: Roofing (813) 24&3456 PE31242 (717) 932.8600 Subcategory: Roofing Accessories that are an fivdidetion®ya—corn Integral Part of rite Roofing System Compliance Method: Evaluation Report from a Florida Rglsiered Architect or a Licensed FkMda Profesdond Engineer Qualav Ass Aoeroved for Use Approved for Des matt Dealso s-# Product Model. Number or Name Product Description Contract Evnluation Dme Ili, outside NVH2 Resistant preffame 2 2-&qud;Ramd Top Off Rldgs Vent with Belie for Mlmnum26 Gauge Steel. Nominal 4&#39:. 681139;, 12MM019 No Yes No WA T8e&quot; 88Y39;, or 10&#39; Won OS Ridge Vent Attained to Wood D.* Sarah Crkad. Code Version: 2014 FL Y: 8218.2 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL ProductDoscdptlon: ALL Approved for use M HVHZ: ALL Approved ter ux-Wide HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Data From: ALL Dan To: ALL Florida Department of Business & Professional Regulation Pga l al Building Codes and Standards 7rAM15 Product Approval Application Detail 296t Entity this Do Data Noting Data Tin version ManmacWror C Enolnxr&Llcerux Va1Mmd By, 1jgEQgkQ Submitted FBC Aomoval Ammrved statu§, Attamatlon 2014 Bosl Roofing / MonterLSene Jemmeg Thomas ICC Evaluation Servlos, LLC Gary W. Weaker 05129r2015 OS/MO15 081=015 Approved Category: Roofing (602) 515-6933 (206) 854-0160 Subcategory: Roofing Ties SomlRooimgLISAQuatity Compliance Method: Evaluation Report from a Cb—Loan Product Evaluation Entity oullfrAeauranm Amroved forUx Amroved for Use Iilitial Deal- Ing Dab In HVHZ Outside HVKZ Resistant P—ra 24 VBIe 900 Medium Profile -Lake Webs 12/3112016 No Yes WA WA 3e hCr.da Code version: 2014 FLY: 7849.24 Appkadm Type: ALL ProductManufacture: ALL Category: ALL Subcategory: ALL Application Stimmi: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mod.], Numbero, Name: ALL Product Description: ALL Approved for use In HVNZ: ALL Approved for rose outakle HVNL ALL Impact Rsslsbm: ALL Design Pmsus: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7252015 Product Approval Application Datall aSearch CrIkdA Cod. V.rolon: 2014 FL 9. 15278.7 Application Type: ALL Product Monmecturm; ALL Category: ALL Subcategory: ALL Application Stmx: ALL Compliance Method: ALL Quality Assunence Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for was outside HVHZ: ALL knpsct Resistant ALL Design Pressure: ALL Data Fran: ALL one To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 7r2o2ol5 Product Approval Application Detail Starch Cresrtn Code V-1an: 2014 FL 1; 13192.1 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Stmus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for uss In RVHZ: ALL Approved for ux outride HVHZ: ALL Impact Reinstall: ALL Design Pressure: ALL Date From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pogo I of 1 Building Codes and Standards 7rOW15 Product Approval Application Detail Search criteria Code Votes- 2014 FL A, 5444A Application Type: ALL Product Manuhetu arc ALL Category: ALL Subcetegory: ALL Application Sots: ALL Complance Method: ALL Quality Assurance Entity Comma Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for uta In HVHZ: ALL Approved for use, outside HVHZi ALL Impact Resistant ALL Design Proesure: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation PrO.I of Building Codes and Standards 7202015 Product Approval Appilcaflon Detail 22ft Entuv or B!k DIM Dam Return, 00% mite Vmim Manufacturer Contact Enslro.r& Lice.e Validated av Validated Submitted FBC Ape oval Amervad St"A Revision 2014 Thompson AMNIA uII Metals Company, Ina Scott Brown James L. Budder Steven M. Until, PE 05/0112015 04292015 0fulW2015 08/23/2015 Approved Category: Roofing (813) 2483458 PE31242 (717) O32-WO SubCategory: Roofing Accessories and am an flva9tlation�yat:oo.cdm Inbegml Part crfire Roo" System Complance Method: &dusdon Report from a Florida Registered Architect or a Licensed Feuds Professional Engineer $syC Product Model. Number or Name Product Description !B@r Contract Expiration ON. Aoorowtl ter Ux Ammewd for Use IM-1, In HVKZ outside HWZ Rs Ist" press pie 3 & &quot Slsnderd Off Ridge Vert with Permanent Bmttle Minimum 26 Gauge Steel, Nominal 4&M;, 6840W., 1213120t9 No Yes No WA for Shl glee&quot 88Y39;, or 10&A30; Wide Off Ridge Vert Attached to Wood Dark Sesroh Cubed. Cod. version: 2014 FLY: 5219.3 Application Type: ALL Product Manufacturer: ALL Cmgory: ALL Subcategory: ALL Application Sams: ALL Compliance Meted: ALL Quality Assurance Entity Contract Expimd: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVKM ALL Impact Resistant ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of Building Codes and Standards 7rtormt5 Product Approval Application Detail Search Criteria Code Version: 2014 RY: 784925 Application Typr. ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application State: ALL Compliance Methed: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL product Deecdption: ALL Approved for use M HVNZ: ALL Approved for use oubMa HVHL• ALL Impact Resistant ALL Design Pressure: ALL Dan From: ALL Dan To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa N i -Cu p 0 Q cid -0 .� U � N = -0 U O (u �L Cn O 0 Q 0 LL- .� U) -0 OMQ O t_ M -0 .0 �'—, V) c- a< z z LU J O U W O 0— U O /♦W�� v) cw G Z Z Q. J SHEET NO. PA 1.2 L Search Criteria Code Vetalon: 2014 FL P. 7849.28 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applies tlon Stables ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use N HVHZ: ALL Approved far use outside HVHZ ALL Impact Resbtnt ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Peg" 1111 Building Codes and Standards 72o20i5 Product Approval Application Detail Strarchorttada Code Version: 2014 FL P. 7849.18 Application Type: ALL Product Manurocturer: ALL Category: ALL Subcategory. ALL Appk.0-Staple: ALL Compile Method: ALL Quality Aeaurance Entity Contract Expired: ALL Pro duet Model. Number or Name: ALL Product Do.dpdon: ALL Approved for use In HVHZ: ALL Approved for outside HVHZ ALL Impact resistant: ALL Design Pressure: ALL Data From: ALL tab To: ALL Florida Department of Business & Professional Regulation Peas I art Building Codes and Standards 7202015 Product Approval Application Detail Search Crwda Code Version: 2D14 Fl. #: 12856.1 Application Type: ALL Product Manuhaturer. ALL Cmegory: ALL Subcategory: ALL Application Stable: ALL Compliance Method: ALL Quality Assn— Entity Contract Expired: ALL Product Model, Number or Name: ALL Product DetailedALL Approved for use In HVHZ ALL Approved for caw rabid. NVHZ: ALL Impact It"Want ALL Design Potwar.: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pane I oft Building Codes and Standards 7r2wm15 Product Approval Application Detail Ca& EoNDLgL gel .this pat, Pending VAA 1M v(fireLwn 1Nemd9gt4Lrot Contact EnolnawaLloanw Valktabtl By YalMemtl Submitted FBC Approval Agcroveq Status ReNdn 2014 ITW SuiM(ig Components Group Inc. Stuart Lewis MCC EvaluationServla, LLC N911am M. Berried, PE 03262015 09120/2015 03/292015 Approved category-. Structural Components (NO) 76.54001 (407) 681-1917 Subcategory: Tens Plates alewh@aipinetw.com Cane snu Method: Evalndon Reportfrom a Product Evaluation Entity HaaE Product Model. Number wMaine OMMYAgsums product Contract EnhatlmDab A-mved far caw Aporgme4,far ,use ki Outside NVNZ Im"d Desgn Mat preationt 3 ITWBCGTmlox metal Connector Plate 12/312020 Yes Yes WA WA Search Criteria Code Version: 2014 FL P. 1999.3 Appsc.don Type: ALL Product Manufxturer. ALL Category: ALL Subcategory: ALL Apple tle. Stable: ALL Compliance Method:ALL QulityAssprems Entity Contract Explmd: ALL Product Model, Number or Name. ALL ProductDengfird m ALL Approved for caw In HVHZ: ALL Approved fo—outside HVHZ: ALL hnpect Rwhtam: ALL Design Press, to: ALL Date From: ALL pale To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Cod. Eaftilr w male version Manufacturer Cooled Em naer & License 11 Revision 2014 MrTek Industries, Ina David Wed ICC Evaluation Service, LLC It Category: Structural Components (314) 651-7480 L Subcategory: Truss Plebs dwertilItnil.mm (; Compliance Method: Evaluation Report from a Product Evaluation Entity AAMAProeuntModel.NumwrorNem. productDa.ertonm MT18HS 18 ga. high st ngth tams connector plate Search Criteria Cate Version: 2D14 FL #. 2197.3 Appiatim Type: ALL Product Menufastumr, ALL Category: ALL Subcategory: ALL Stali ApptieatlStalin: ALL ALL Compliance Method: ALL Quality Assurance ED" Contract Expired: ALL Product Model, Number or Name: ALL Product Descripeon: ALL Approved for use In NVHZ ALL Approved for caw outside HVH2: ALL Impact RWOML ALL Design Pm.esun: ALL Data From: ALL Data To: ALL Page I o 1 72a=15 22gt. Ilat version lAMWfd4af[!t Animation 2014 Bored Roofing Monlertftht. Category: Roofing SubC.tagory: Roofing Ties Owpolance Method: Evaluation Report from a Product Evaluation Entity Eeait Product Modal. Ngmwror Name 13 Saxony 700- Shake, Sims Ur p: Spin Shake Search CHlerta Code Vatabn: 2014 Application Type: ALL Category: ALL Application Statue: ALL Quality Aseunince Entity Contract Expired; ALL Productdsalptlon: ALL Approved forusa outside HVHZ: ALL Design Pleasure: ALL Dab To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity So EnOka.ra Lkamo VslM.bd By Jammed Thomas ICC Evamatlon Service, LLC Gary W. WNW (602) 5164933 (206) 85"160 BoraftoMgUMtra ty Glo—Loom FL M. 7849.13 Product Menufesturer, ALL Subcategory. ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In NVNZ ALL Impact Resistant: ALL Data From: ALL Papa I oil IrAmi5 Zak 211 Date Pending Ibk vdlt�tffiSubmitted FBC9P➢arril Awroved Bill" 05129=15 051MO15 06/022015 Approved QualNvAwumnpe AaorovedforUse Awroved for Use ImDsel 2ee1s, ContnclEmiredon Data In KVH outside HVHZ R.Immt Pressure 12/31/2016 NO Yea WA WA Florida Department of Business & Professional Regulation page I of I Building Codes and Standards T1m2015 Product Approval Application Detail Cod. Entity 08111 12ak Dab Pentium )ilk, Stag Version Manufeeturor Contact Emhb.r a Llamas VAINaad By wlid.ma SubOtllk9 1800 Approval Agin ama RevWm 2D14 Global Protection Products, LLC. The Robison VMsrA. Tilt Jr., P.E. John W, NazeviCh, PE 06108/2015 041242015 051112015 0&2312015 Approved Category. Shudem (954) 889.7545 PE-44167 (954) 7724224 aubCabgoryr Stone Panels Ihn-mbar—Cgpp.M.00m Compliance Method: Evaluation Report from a Florida Regimen l Ard,"d or a Licensed Florida Protessinm Engineer .r419.1 product Medal. Numwrm Name Product Daeadorfan Quality Aeeunna Contract Exaltation Dab Approved for Use Amroved for Use 10-t CongL I, JmHVHZ Outside HVHZ Resistant J 1 20 Gaga Galvanised 3teet Sturm PneIaMVH2 Corrugated Gelvanhee Sleet Storm Panels retained 12/312015 Yea You Yes WA a not by harks to pm ld. hurricane proWbon. Swmh Crwria Cod. Version: 2014 FL # 15078.1 Application Type: ALL PmdWA ManUIIACI .r: ALL category. ALL Subcategory: ALL Application Stama: ALL Compllsno. Method: ALL Quality Aseurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside NVHZ: ALL Impact Reststmm ALL Design P—U.: ALL Data From: ALL slab To: ALL Search Criteria Cod. Version: 2014 FL #: 13578.1 Appicatlen Type: ALL Product Manufacturer: ALL ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Medal. Number or Name: ALL Product Dseedptloft: ALL Approved for use In NVHZ: ALL Approved for use maids HVHZ: ALL Impact resistant ALL Design Preaeuot: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7naA+5 Product Approval Application Detail Code EdImor gel A* DatePendim DoleTyQ}, Mnuhatunr Contact Enpmesra Lkanes Validatad By YalMetad Submitted EK Approval Awroyod Statue Revision 2014 ITN Building Components Group Ina Stuart Levis ICC Evaluation Servloe, LLC Wad m M. Ranted, PE 03252075 03=2015 0329QO15 Approved Cmeserr. Structural Components (am) TW-8001 (407) 661-1917 BubCdww Truss Plats slevaealpirtefw.mm Compliance Method: Evaluation Report from a Product Evaluation Entity INpea PmductMo&L NumberarNams ip� Aoorored forUse Answered for Product DescriptionIn HVIjZ outside NVHZ � Daskin Ifififilded. pressure, 4 ITW BCG Wave Metal Connector Plate 12/312020 Yes Yes WA WA Search Crlterts Coda Va.].: 2D14 FL #: /999.4 Appicedm Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applies Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Number or Nam: ALL Pmduct Desabtion: ALL Approved for use In WVHZ: ALL Approved for we outside HVKZ: ALL Impact Reshuam: ALL Design Pressure: ALL Date From: ALL Vale To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap oft 7r2=15 2291 Dal no Data pending Dik .. taps Version Manideow r Contact Enuhlear&Lkerw VellbeedBy vslgltsd Submitted FECAnswwel Ammvsd AND& Revision 2014 MlTek Industries, Ina David Wert ICC Evmuadw Service, LLC ICC Evaluation Service, 0a13Qr2015 0&112015 07/052015 Approved Category. Structural Components (314) 651-7480 LLC. Subcategory: Trues Plats dwert6mti.mm (206) 599-9800 Compliance Method: Evaluation Report from a Product Evaluation Entity QuallivAHlefancg Atm—ad far Use Awroved lot Use Imgld! Resign Ave ror Nam. Protium D.aedotlon ComnCtEmlretlen Dale 11LU 11Tr outside HVHZ Resistant Pressure 4 MT20 20 ga. true comemor plate 12/312015 Yea Yes WA WA sesrcncrwrte Code version: 2014 FL P. 2197.4 . Appacation Type: ALL Product M.nuh.Wrer, ALL Category: ALL suboabeory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ ALL Approved for use outside HVNM ALL Impact Resistant: ALL Gwyn Pressure: ALL Data From: ALL Vate To: ALL Search Crwda Code Version: 2014 FL #: 7340.14 Application Type: ALL Product Manuhaaror: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Ell* Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use oubM. HVN7, ALL Impact Resistant ALL Design Pmeun: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Page I oft Building Codes and Standards 7202015 Product Approval Application Detail Code Entity s Pak Dal Dab Pending 12411 mhos Vand. Manufacturer S4➢k9t EnnbesrBLkanw Validemd8v Vefidafed Submitted FBCAonrowd Assumed Igo Revision 2014 Global Protection Pro(uct& LLC. Tim Robinson WORW A. Teri Jr., P.E. John W. KnereWMh, PE OSR15/2015 04/2402015 05/112015 DOM015 Approved cab0o7 sh asna (964) 689-71W PE-"167 Jest) 7724224 Subcategory: Stem Panels 0m-mbl ClippanLmm Compliance Method: Evaluation Report from a Florida Registered Amhad or a Lloswdl Florlda Professional Engineer Iifai Product Model, Number or Name proauet Daeertntion Approved for Use Aonmved for Iles l react Design CamtaetExalntlm beta In HVKZ Outside HVHZ Resistant P[! M 2 24 Gage Gsivntrad Steel Sturm PaneWNHVHZ Corrugated Ga vamEed Steel Slone Panels retained 1=12015 No Yes Yes WA m not by nedca to provide humane protection. Search Criteria Cod. Version: 2014 FL #: 15076.2 Application Type. ALL Product Manufacturer. ALL Category: ALL auheat gory: ALL Application States: ALL Compliance Madv d: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Nurber or Neme: ALL Product Description: ALL Approved for use in HVRZ ALL Approved for saw outside HVHZ: ALL impact Resistant: ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pape 1011 Building Codes and Standards 72am15 Product Approval Application Detail 924e Entity or 1211 Del Data Pamina 21k m1s! version Manufacturer contact ErrainwraLlcawe Validatedav Validated Submitted FBCA,—1 AsomweQ 111911s Revision 2014 ITW Bmidlg Components Group Inc. Stuart Lewis ICC Evaluation Sella, LLC Wllam M. Rented, PE 03/2&WIS 0312&2015 03129MIS Approved category: Structural Components (800) 75540Di (407) 881-1917 Subcategory- Truss Plates slexfa®elpineiw.mm Compliance Method: Evakletlon Report from a Product Evaluation Entry Aonmved for Use Anomvod for Use Imam Ds11dn SaProduct Model. Number Name o# Product Description contract Fmlmdm Dam � outside HVHZ J 'fiew J 1 ITW BCG Higher Strength (H 3anp; S) Melai Connector Plate 12/312020 Yes Yes WA WA Search CrwM Code Version: 2014 FL #: 19m.1 Appiadon Type: ALL Product Manutacmnr. ALL category: ALL Subcategory. ALL Applcetlon Stahl: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name. ALL Product Deealpdon: ALL Approved for caw to NVHZ ALL Approved for caw waside HVNZ: ALL impact Resistant ALL Design Pressure: ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 7202015 Product Approval Application Detail Cod$ Entity Do Pitt �a Data Evet Manufaetutar SffikF! 1 sea VaI~By I(pJ)ggglg Submitted FFSC Approval Anowaved AMR R.vidn 2014 MITsk Industries, Ina David Was ICC Evaluation Service, LLC ICC Evaluation Service, 0813=15 0&i 1/2015 071052015 Approved Category: Structural Components (314) 851-7480 LLC. Subcategory: Tune Pfate Mrert®mimm (205) 699-MOO Compliance Method: Evahbtln Report from a Product Evaluation Enay lggji Product Ned.L Number Name Qualiv A.wtauc. Aaomved for Use Aoomved for Ilse Product Description Contract Exaltation Date In Outside HVHZ Ilkect Resistant Design I?!�1@ 1 M18SHS 18 ga. super mob swngh truss mend" plate 121312015 Yes Yes WA WA aealFh Criteria Code Version: 2014 FL #: 2197.1 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appicatlon Stalin: ALL Compliance Method: ALL Quality Assurance Enmy Contract Expired: ALL Product Model, Number or Nam: ALL Product Descried ; ALL Approved for use in HVHZ; ALL Approved for use outside HVHZ: ALL Impact Res bbm: ALL Design Prows— ALL Dab From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pao.1 ot1 Building Codes and Standards 72o2515 Product Approval Application Detail Cade Entity Data no Data Pi ndbg D-W � Yam Manufacturer rmxpbser&Lkame Velidmad 8v FBC Aoorovel v.lid.red Balmll� Aggd,,d Ekgu Review 2014 Mfrek Industries, Inc. David Wen ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 o&11/2015 07AW015 Approved Category: Structural Components (314) B61-7480 LLC. Subcategory: Truss Plats dwert®mf.mm (205) 589.9800 Compliance Mathod: Evaluation Report from a Product Evmust on Entity QualW Agoreved forUse Aonroved for Use Img15t D"Im $fin[ Product Nodal. Numwrm Nam. Product DeseHetlon Contract Exaltation Data In HVHZ Outside HVKZ Rnstitn( 1 5 MT20HS 20 ga. high swinge titles connector pima 12r312015 Yes Yes WA WA Search CrwHs Code Yan1— 2014 Application TyW: ALL category: ALL Application Stain: ALL Quality Assurance Emmty Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ ALL Design Proseun: ALL Data To: ALL FL #: 2107.5 Product M.nulwtunr. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in W117- ALL Impact lbststertE ALL Data From ALL Florida Department of Business & Professional Regulation page I of Building Codes and Standards 72020+5 Product Approval Application Detail 22ft Entity r 20 20 Dace Pondim 20 mm Version Manufacturer Contact EmktsaraLicense Validated By Waisted Submitted FBC Approval Atom odv sutus. Aflknrelin 2014 Borst Rooting / MorowLdeae Jemmett Thomas ICC Evaluation Service, LLC Gary W. Welker 05122/2015 o5/2912015 06/02/2018 Approved Category: Roofing (002) 5154933 (205)864-0160 Subcategory: Roofing Ties 6orelRooMgUSAQ..W Compliance Method: Evaluation Repo from a aboml.mm Product Evaluation Entity Qualgv Assumnu Aomoved for Use Apnmved for Use )gegect I2"lon, 2291 Product Mosel. 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