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HomeMy WebLinkAbout6659 Paden Wheel St5q pa- en LJh+-)ef �r j INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS r 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 OOO A WOR D ES FL,,)Ri A BUI�?EVAILING r I Mal ��~ THA,' 'r INANCES r El Ell El M F� M DODO El FEE EA M E�7 El F1 E?�,- aElEl 0 Qift ,+ .� � PLAN 7 E:1000 F-1DOaa��00 ABBREVIATIONS 46r�, p /� ►`x'' v� " s (Q s1 �j' 4P -F 3 � W 5 4/�v 7i 3 u I� A.B. Anchor Bolt . Abv. Above A/C Air -Conditioner Adj. Adjustable . A.F.F. Above Finished Floor A.H.U. Air Handler Unit Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal Rad. Radius Ref. RefrigeratorReq'd. Required Rm. Room Rm. Round H Rod and Shelf R/SR/S Smoke Detector S.F.ALT. Square S. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thikn. ThickenT.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ• Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Ve lam VTR Venntt through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room ILM174 MEAN FOR ROOF 15 FT. HIGH TYPICAL LE STORY HOMES MEAN FOR ROOF 30 FT. HIGH TYPICAL 2 STORY HOMES REVISIONS THIS FOR IS CURRENT DRAWING AND DESIGN IS VALID 12 MONTHS AFTER THE DATE IT SIGNED AND SEALED OR WHILE CODE IS VALID 09/10/09 1.00 NEW BASE PLAN 06/25/10 1.01 ADD WALLS BTWN FAM. & DIN. Notice It is the intent documents Professionals prevent error. review all the commencement responsible undetected construction. information the information Office at considered advanced Payments agreement. to Builder &All Subcontractors of Designer/Engineer listed in the titleblock of these that these documents be accurate, providing Licensed clear information. Every attempt has been made to The Builder and all subcontractors are required to the information contained in these documents, prior to of any work. The Designer/Engineer are not for any plan errors, omissions,or misinterpretations and not reported to the Designer / Engineer prior to All construction MUST be in accordance to the found in these documents. Any questions regarding found in these plans should be directed to our (407) 880-2333 immediately. No backcharges will be for reimbursement by the Designer/Engineer without notification and approval by the Designer/Engineer. will be made in accordance to the terms of the 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 MODEL 2421 09/06/ 11 2.05 VALUE ENGINEERING REVIEW 03/02/ 12 3.05 BUILDING CODE UPDATE 09/24/15 3.06 2015 NEW CODE UPDATE C90 Z c — o Z Q J Z C9 �1N �✓ cn ;--i w U — w I- E C ~ o 0 m r` U tJJ —8 �M C M M r`0 fh 0 0 U to IZ0 8 an �o Qrn rnogqv �¢o A B ' D. N C B•D•C �- � •� ..fie,.. Z'�m n ~ i r G �• _ WA E a p I (N]i \� !jtJ �0lirrrO� Ei ��L V � l 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. 0 0 Z N O a) N H U-) M O M Q U L! a cn •,_ d' In LL UM Q � � Z W LU H JLO0 9 N� 2 rn to N N co 0 F BATHROOM 3 OPENING AT FAMILY RM. TOWARDS DINING RM. BATHROOM 2 MASTER BATHROOM VENEER KEY PLAN SCALE: 1/8 "=1'-0" DEN OPTION_ SCALE: Y4"=V-0" I 0 0 1'.4" W 25 SH 15'-8" li) 25 SH 1'. 1 (A) 25 SH 17'-4" T A/C PAD r=====-1 I ALT. 1 I II A/C II t PAD 1 1 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 H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2' FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" 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" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 / -25.2 O +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182'X25' S.H. 13 20 X 38 j 181 X 37 3 S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 1 g 2' X 62 S.H. 16 20 X 72 181 X 71 S.H. 1232 27 1/4 X 26 26 X 25 j S.H. 1533 27 1/4 X 38 j N/A S.H. 1334 27 1 X 50 1 N/A S.H. j 33 N/A 26 x 37 a S.H. 34 N/A 26 x 50 S.H. j 35 27 J X 63 26 X 62 1/2 S.H. 2' 36 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 j 36 1 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37 j X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 522' X 37 a S.H. 34 54 X 50 j 522 X 50 S.H. 35 54 X 63 52 j X 62 1 S.H. 36 54 X 72 52 2 X 7121 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: 4"=V-0" 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 class 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 Iocated.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. I 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-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 V z fh - o Z Z Q cn (.� Q) U .N w 0 U - w 0 �- Cn e 00 U LU - 8 W ~ �M c m 0 O o0 m.20 -r N U� L L L 00 ao x ¢ rn in' O v C CL < A, N C•B•D C or � 1�C M C � g LL• r • iJ Z: Ifni •O v W gs ` v f� �.� C N •e•• s••� �y "�� i4+ •i O ■❑ 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 Z cV 0 � N tD M O z M ¢�M Lr) 0 u� H CU- C1 V CL00 Z � � WJ l00 ��z W LL,m <z rzLLJ zaOU z Q UU zz�z w z UZC] aW U x 5 w N �{. V ~aO OZOO W I-r J O 3 ,-I In N fV Ln rl V S he Ce e..., 00 Ua00Oce Z zopozw �yforzZ �X D842 S l V p o ^/ N JaY aQi"� 0 u Z .. .. 0 LU > I,-z -jz g li SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 1 7' RIDGE VENT 12 5.9 4' OFF -RIDGE VENT =.L 4'OFF-RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) TEXTURED FINISH ,E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TnRA 25 SH 25 SH 25 SH 12 5.9F RIGHT ELEVATION SCALE: 1/4" = V-0" FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE „-*- STRUCT.) ELEVATION - DETAILS 12 5.9 SOD ----------------------------------------- T.O.M E]EIE] [::]E:l E]0E]0 El El El 1:1 E] El El El E:] [:]::] ________________ ____ _ �0 -- ��- QCC� ___ ___ ___ ___ __ F.FL. ELEVATION - DETAILS 35 SH 3068 W/ 36"x15" 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR SCALE: 3/4" = V-0" TRANSOM ABV. PER SPEC. FRONT ELEVATION - B SCALE: 1/4" = V-0" W�20 Z C CD _ z° z Q J z ' n V 1 V Q) ai '14 -) w 0 U — 0 = .1 o C/) o 0 U w — $ W E �M C M f`[t RN7 tM O o0 = a; U r U. 00 -00 05 r, ov C Q rn rn.44o A, B Ds N-C B DC ;s nti-4 lot Mir N " Ytl�'1 T. 11 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2024) 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 ri O a) N �-4:!:!o >U)MCO M Q '(0 Ln a) Ln z Ea-- Cl ^ V C° '-' Q � � zOC � Z � WJ 0 0 Oz W LL 0 W z N CaLf ca l- HR 0 z >-QUfQ fs zzz c�zpc w W � J gU O40 ceo uHa0ZOO a..F V ce W 1 J O 3 N Ln � J W O Woo8OW Z z OOWW� z(HOtZ WWoI 080 ^` W W (D -, , U FFJWaV6' S > /A J z V� ,-4 O LLJQWzQ <Qo8 N afro �oWTZ O T I O J Y W aQla-� " Z .. . W �— O Z J g z � J W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 2 T !1 RA 7' RIDGE VENT 12 15.9 TEXTURED FINISH -E 4' OFF -RIDGE VENT '-4' OFF -RIDGE VENT - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - TEXTURED FINISH FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) LEFT ELEVATION SCALE: 1/4" = V-0" FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 5.9 --------------- - ------------------ III l�� REAR ELEVATION SCALE: 1/4" = V-0" in V z � — O z r0 z Q J I`� Z Cn w 0 0 "' E o0 U w E U WW t— p NM CcIOM NLL00 O ONO = 0) U41) L LL 00 Y Q Ol Conc.o teeo}� O. v W Q qCi A' N C B D C :e 7 o= ao Lid 659 ' f 11l`t1�����\ I- 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 a� M C M Q � m Ln �LU" 0. ^ z IQ- � U p. 00 00 Q E z z W J � f oZ W () LLL. Z W m Z Q cal- No0 z r Q OU f < !sfzWzzlQ' C7zpl-a65 W 0� J g� 0 14 0 W O UHa04 OZOo .} V W W J C) 7A� L N Ln • • J LU Qo3 l/j I � cY� LUWOO8 or � Z � O W � j J , (f) �~�LU �a� $890z I A -J z W o Z Q Z < W O oC W aaFQ-Q O N > Q a' u_ z .. .. W W Z .J g z W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5179 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. 200A INDOOR PANEL CENTER MAIN O 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER J NEC 08, 250.94 NEMA1 200 AMP #14 copper to fights & outlets #12 copper to 20 strip clas #10.2 copper to WH #10-3 copper to Dryer or 410 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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FFF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET PG.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET d SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE } �fO WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION rD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �M ELECTRIC METER PP7 ELECTRIC PANEL J DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C J OPT. CEILING FAN ET) (1) PHONE LINE, (1) DATA PORT III 3" VTR 2" VTR `III I SINK I I KITCHEN I I SINK W/ STUDOR I \� I I 31' III 2" VTR I I rr I WC 3"3 T0J13 3" j SHWR I �� 3' 31r SINK I I 1.5" VTR III, 3rr 2rr -I I I I WC 3" 3" I TUB 3" SINK I I I HANSON BOX 3" WC 4" TUB 4" PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER / SWITCH FOR DISPOSAL I IAnk ' Q FI I 2 X 4 FL. GFI UNDER II CNTR TOP I I I® I p II I II I —Fly � / 16 PENDANT 2 X 4 FL. GFI LIGHTS OVER ISLAND / I f I 1�7 3 GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OPTIONAL LIGHTING SCALE: 1/4"=V-0" C/O 1 A/C PAD WP DISC. GFI 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. A/C �I l PAD \ r'KCVVIKC HJ YCK { } SPECS i/Vf ELECTRICAL PLAN SCALE: %4"=V-0" 0 to Z M — o Z19 z rriqs CL C W N W 0 U O LU LU = o Cl) v J F— O m 04 04 U W H — 8 a)M C W cM0 N C O `oo W , LL00 0 Yco CL in 0 tt Q rn 4 0 A' B Ds N•C�e D C ti N N io CC) V o Z W � C4 Z Z LL Ci Z /y r iL N IIIV ..LL W i.i_ dUj _ ' LU V-0cnco5O CL z Z o 0 022 I= Q � LL LU N Q Cl) 'E Q 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. i O O Z 2V O cur-, t-� a_+ O �>-+HMO M EON Q LL a f— l� U Q 00 Q E Z WJ C:) f oZ ZCe wmZ am U 1— 0 Zr0 U a ZQ<UZ< �S�?WZWFZ UZ0Cdw g a U O p o4o��o U= ow 5 W i V W J O 3 L1n N Lrn rl � J LU Q Q uj WiaAY0� Q o -a Z Q Q J �iA-, Uoz�� ED IX oU2:O M N Z ^ a g+ fO-z w�pZ—Op ~�wa� J J QW $g���a o w Z V� w Q �aQoS A/ Xu_Z Q O -10 W .1 CLYW ¢ z �N U < u- w > ~ J g Z 0 a w SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 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 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comics vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT U) ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule RidgeVentAmt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper lators of vented IN. of SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided Main 7.0 4.0 Floor 3235 3106 444 1553 ill 776 657.0 (Zone 1) 105.0 552.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 D 0 0.0 0.0 0.0 o.o o.o **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 L4r cc L WIL uLn IS (z (n 0 n z z E iy- Z M — o z1g] Z Q J Z W c/) 4--) w U w ~ O = E v � o0 U rnMM w C rd Cl) W ~ E —kg OoN $ aoDo U � a� Qrn o A' N C B D C B D. o � �itl*z111o1 � J O ��4�•��i p• � LJL To the best of the Engineer;; Ike ,information, and belief, the structural plans' ands ecifN:ations 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 t'V O a � > M O M d ^ V CL o Z § M LU J uj 0 f oZ Z1yW�� W mZQ` xUF-Skwjto0 �Z>-zQU Z>-QUOgQ �IZ�ZWuF-Z C7 Z p r o0: W 0�030 ce N U�apzO T"1 WSLU z O � rl Ll) N Ln ° 3 w �(lj uUY d' UwIn 0o� -v Z Q �oW�� Z w w 0�Z5 0 z J S W g H� ` kLwO%iZ< N a V) W Z rt � J�Y W p � as~� z .. N O " � � z z � g 0 tl--r J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 4 Z M — o z1g] Z Q J Z W c/) 4--) w U w ~ O = E v � o0 U rnMM w C rd Cl) W ~ E —kg OoN $ aoDo U � a� Qrn o A' N C B D C B D. o � �itl*z111o1 � J O ��4�•��i p• � LJL To the best of the Engineer;; Ike ,information, and belief, the structural plans' ands ecifN:ations 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 t'V O a � > M O M d ^ V CL o Z § M LU J uj 0 f oZ Z1yW�� W mZQ` xUF-Skwjto0 �Z>-zQU Z>-QUOgQ �IZ�ZWuF-Z C7 Z p r o0: W 0�030 ce N U�apzO T"1 WSLU z O � rl Ll) N Ln ° 3 w �(lj uUY d' UwIn 0o� -v Z Q �oW�� Z w w 0�Z5 0 z J S W g H� ` kLwO%iZ< N a V) W Z rt � J�Y W p � as~� z .. N O " � � z z � g 0 tl--r J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 4 - ---- - - I If 'l - r NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 18'-4" 12'-8" 19'-0" 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" 11 4'-4" 4'-4" 3'-10" 1'-0" 3'-10" 6-10" 7'-0" NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH 0 CONT REINF. SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE • ' • ;•° SEE FND. FOR TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL • QUANTITY •-, POISONING W.W.M. PLACED IN '•'' A TYP. UPPER 1J3 OF SLAB 1/8" SAWCUT x 1/4 , . �• ' �r #5 X 25" X 25" L S3 U.N.O. OR FIBERMESH SLAB THICKNESS ; ; ; - CORNER BAR ONE S3 TYP REINF. SEE PLAN. WHERE SHOWN ON FOR EA. HORIZ. FOUNDATION PLAN • • ;r REBAR, TYP. t- .':':..':: U.N.O. — ---- ----- T • — wz r------------le -------�--- --- -- --- --� LU INDICATES FILLED o0 1 CELL W/3000 PSI I I `� a q 1 CONC. GROUT FROM I oJi `'' I tO X I I q n TYP. CORNER BAR REBAR VERT. ABOVE I • 9'-4" 3'-4" • I �/ \\I I SLAB. TYPICAL @ ALL I I — 14 CONTROL JOINT DETAIL PLAN DETAIL 1 PLACES SHOWN I (2) #5 VERTICALS I HOOKED FTG. DOWELS I I W/IN FILLED CELL / i G SCALE:1 112"=1'-0" SCALE;11/2"=1'•(1" - / 2'4" 3'-3" '-1"• 17" EMBEDMENT W/ 25" I 4" STEP EXT. ABOVE SLAB C J i DOWN MIN. // C J M rr RADE 40-STEEL"— N I L— I -_- I I GG i m M I 33 1 S3 PROVIDE 1-1/2" RECESS 1 FOR SGD DOOR. REFER TO MASON'S SCOPE 1 1 • 1 FOR WIDTH N I I o 1 I 1 0 I T 1 I 1 M °° j I 1 rr j I• to I 12'-6" 1 i I 3)/2" MIN. 3000 PSI CONC. SLAB I I N FOR HERNANDO COUNTY ONLY • I W/" MIN. 2500 PSI CONC. SLAB OVER I n I 6 MIL VISQUEEN VAPOR BARRIER A — — — — — I — C.J. — — — • s3 i;o TYP. I n L`JN i i M U.N.O. I 1 1 11 LL,jJ I 1 1• • 1 M ? I 0'-0" ELEV. U I 1 S3 1 --- -- I o FIN CONC. SLAB I I �� Q� 1 1 1 1 Fo I 2'-8" 2'-11rr 3r-Orr I co PROVIDE LINE I I C = —_ _ — — — —�_ • (� o 81_3" rl FOR ICE MAKER + / \� __ 50 •1 1� (� �� I I III III — — — 710 0 8'-2" 12'-s° III III r — o�` 1 1 fh r- n n r n 1\I \�II -- 2 0 x2-0r x1-0 -A. a1 �� �/ / \ 1 I I W/ (3) #5's E.W. I — — — — — — — — C.J.— • 1 I I I I A ( I I S3 - M I TYP. 1 0 1 LI S3 1 1 U.N.O. • I I T I - N i _ i i • 0 10 oo @ FOUNDATION iII1 I I1II --K ONLY S3 -YAn I •• o W.H. rr _� STEP O— A DOWN PROVIDE x 1 S S3 TYP RECESS FOR FRT. DOOR MIN. — S3 @ FOUNDATION � ————————— — — — —— rM- FOUNDATION ONLY 1 • • • • • i ONLY I o I o r A rr 1 -Y i 3' 5' n 6'-10rr 41-0rr 21 " 0? I w - 1 50 2'-6" x 2'-6" x 1'-O" o ;n I UJ 2' 6" x 2'-6" x 1'-0" W/ (3) #5's E.W. � /— - I N S3— — — — — — — — — — — 4. 60 V-4" 9'-8" W/ (3) #5's E.W. TOP OF CONCJ I �; PAVER TO BE 4" S3 BELOW FIN. FLR. TYP. I 1 • i (2) #5 IJERTICALS J W/IN FILLED CELL "SEE S-3 FORT S3 _8 d RECESS OPT'. S3 L----- ---- "SEE S-3FOR RECESS OPT." 1'-4" 9'-8" 1'_4" 8'-0" 1'_4" 15'-411 � 1 1 50'-0" M❑ as 2'-0" Zo 1 FOUNDATION PLAN SCALE: A"=V-O" 8 `r Z o — o Z J Cl- z 4-J Iw U — O LU Of � E o Cl) t� ~ o mN U W pp — U W W ~ E dM C M l4 fM •O O N o 0 U y t.. LL aD o o0 o0 o Qrn `o � �idoo A' EDO N C 8 D C aYt� IPP� a �Na o Z z ' o J rn N J 1ul .0 !` 4 - �iCr-zuzl C9 . O vaW ate` 1= L,, o, TUZJ — LL :`' 4 � \\ ��` W Fo{�fPiflttt�t.� 4 o I-] E] To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z Ors >Lf)MO M QU-) aLn CL in ZQ�L� M V a Q 00 z CD IT WJ 0 f Ce0z W Q z v) wmZlI-- a U8 LR, 0 Z. �ZyZQU Z> Q x Q zw[zz ¢Wz 5W4r 4�J > o,_ Kou7 3U0 0 o0z0 •�•I = W J O n Ln N LA Z J °QC03 00U�' UW�J Z < ~ () W zr. �oo�=j0 W Z ���WQB J O � 1 O � Z Q a o w/ N z �o J Q W Q Q E v W aI-LL z0 CD N z > g O Z a LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 5 a -r U s a 0 r'rn_n., 18'-4" 12'-8" 19'-0" A TYP. U.N.O. rr 1U c > II A II II II EJ7 1 > II II LO EJ7v_IIIII I EO= IIIIII III 1 III In � II IIE7 CJ3- CJV '4" LG. IIII = 8n, 11 II 11 II 1 II II II II II II — D_IIII CJ5V CJ5 I ND OII M (2)(2)R 11 6E —II_IIII — 6D ' A @ 24�� 9'-4" CLG. 2.75 VAULT 11 -4 CLG- O.C. 6C m AJ B '3^^ TYP. Er U.N.O. 6A (3) 12d TOENAILS. 5E TRUSS TO BRG. _ WALL BELOW 5D n r �� � 9'-4 CLG. 11 -4 CLG. 9'-4" CLG. m S3 � z - TYP. x rA CO U.N.O. m = _ = S3 TYP. 5CG U.N.O. LL 5B b) = = _ = _ P2 R 5A MU 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 — J 4D W W 9 H (3) 12d TOENAILS. J�h 413 TRUSS TO BRG. WALL BELOW 9,_4n3 7G—. LO 4A A TYP. gg 36 U.N.O. — — — — — — CJ5 o 91-4" LG. CJ3 II II II II II II II II N ' 1P 3A M II C 1 U U Fu� _ _ _ = = 9'-4" CLG. 9 A TYP. _ — _ _ _ = TYP. r U.N.O. rn U.N.O. — — — — — — A TYP. — — — — — — U.N.O. 2C — — — — — o 9 1A 1 S5 1 S5 22'-0" 9'-4" 18'-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 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 145 7 - 10d x 1 1/2" HTA20-18 1400 1400 110 - 10d X 1 1/� F H H ETA20 2235 10 -10d x 1 1/2" G H 10A 1340 1015 18 - 1 Od x 1 1/2" RT 16A 1380 1160 9-1 Od X 1 1 /2"8 H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 155013335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" 1 MTW20 1 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 -1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 1 585 1 535 1 10 -10d SPT22 1 685 8 - 1 Od SP2 1 1065 1 605 1 12 - 10ri SPT24 1 1030 12 - 1 flri * 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 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 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 NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY 'ARRIER x CONT LEDGER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 u7 Z M — o Z tO Z Q J Cz V) U Q) U_ 4--J w � p "U — O LU E LU 2 0 U LU —6 WM Tm12 Ooo Uaa) wow -00 (0o.o C .he0 Q rn 0) 0 A' B DO NCBD•C C14 Fd ^� Z) c d �8 j �� IIIl1D""" 1 4 � - O l �n � Q m _ F'_ t �• �u ,� '4i.......• P- FES, LL Z � m W ��f'tt!llii 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 z� O cu �••{ :� o > U-) M C M Q U) (0 Ln NN L CL oC U>� fl. I Q 00 Z M WJ 0 O z wLL0 W Z rn d mZ U1-- 00 t~z>ZQU CL z Q Q UU f z w Z g W J �a a 8 w N 3 oo WB 2 Z @ v J O 3 t\ L m N c L ,--� Z n J QUO¢ � z Q W 0 Z P0OWWOUj z ce fu Ill z — Z < LU (!) WOu-z!k '0— >- r\ (V LL D< z Q 7--� I Y W a0. z O I..L N O a~g W .. � f— z g z � J W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. 6 ..d. P00 : •'p.: : • p.: ALTERNATE POWERS J0o 0STEEL LINTELz8F8-1B/1T 8F8-0B/1T .• :• Z'''TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP Z MIN. (1) REQ'D MIN. 1 REQ':O, � •� • '�F =FILLED WITH () Q 1.112"CLEAR Q O O O O 0 O GROUT / U= UNFILLED 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T :0,� • • R=RECESSED CLEAR " 0 C D F o 0 0 o O O R BAR @BOTTOM F ° �° p D O Z O 0 © 0 8F20-1B/1T 8F20-OB/1T OF LINTEL CAVITY p t7 a M.0 w CZ O © ¢ i ° QL Q C.M.U. CD e `aoUrq Q) C—n 8F 16- B/1 T ¢ _ Qom a (a _ •, ! •! ! `! ! , Z G c GROUT HK3F 1 \Q o \� • 1 •• , • '• , • \ , • • \', • " \ , • \ , • �, • . , • LNOMINA t QUANTITY OF ° 5 REBAR AT o '' N O w O O #5 REBAR AT BOTTOM OF cd U D D C o 8RF6-0B/1T WIDTH w '� , TOP 0 LINTEL CAVITY ¢ Z = Q 4 Q MIN. (1) EQ'D OTTOM cIi O O '• , ,` ! ` ! ,• ! • , • , ` ! NOMINAL -"*—BOTTOM REINFORCING LL p p p N I— m ti :. ' • : • \ : HEIGHT PROVIDED IN LINTEL — Q ,� • �+ N 7-5/8"ACTUAL (VARIES) a) Cl) .,•� .,•� ,•! .,•� .,• - \,•� .,•- 8"NOMINALWIDTH ly U a� � • 16 GAUGE POWERS � E STEEL BOXED LINTEL — C m Cl) LD L ch o,' cn`3' o u- pro • O O-00 ; • ; • ; • MATERIA$ POWERS STEEL BOXED LINTEL NOTES (ALT.) O U m o Y is Q' 8F20-1 B-2T ' . is precast lintels = 3500 psi. Y (n c OQ • , • , :'. , • , 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN o O O O O " §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Q �' 8F24-1 B/1 T 8F24-OB/1 T © ; Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 6oncrete masonry units (CMU) per ASTM C90 w/ N D B D o % • • `%,; • %,; • minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications. O O 3. If lintel is scratched or damaged refer to Powers Steel for repair. BPI O. 6tebar per ASTM A615 Grade 60. 4. Lintel depth to match recast depth. One #5 Barrequired to and 0/ • � • ' � • ''' ' ! � ' Prestressing strand r ASTM A416 grade p p p p 8 D O O O O g g bottom of all Powers Steel lintels. • d 270 low relaxation. 8F32 0B/1 T 8F32 1 B/1 T 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • applying the cementitiuos coating. See contractor specifications Mortar per ASTM C270 type M or S. C`i-' ,.' •CIC� r :�,• :Q; :0,• :b , 0. O • " GENERAL INSTALLATION NOTES `� : .' •; •; : 1. Provide full mortar head and bed joints. 8F40 0B/1 T 0' ILL! Shore filled lintels as required. Z °' "- C9 Z • ' • • '' • ' , 3. Installation of lintel must comply with the architectural and/or structural drawings. O "•N r\ © O O 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W c� �' +•• " c 8F44 1 B/1 T vertical cell reinforcing and grouting. :', ; •'; • ; �'; 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" ® and W c �•c ` 1 • \ . . longer with a nominal height of 8" meet or exceed U180. \ r • !' ! • !' 6. Bottom field added rebar to be located at the bottom of the lintel cavity. • • �� \\ HO •' :.': •- ' 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. M F V l�*� 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete IL • , , , masonry units. `" o 50 W a¢;�/1i!'i! %,; • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 �'� • ;'� 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. ❑ ❑ 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have g pp pp LINTEL PLAN NOTES: g g • • ` ' • ,�' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and Q • : ; ', Coating. belief, the structural plans and specifications contained • �'�,� O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building O O �1, loads so be checked for combine loadingwith the following equation: 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Code Sth Edition (2014) Residential. Engineer's signature 8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of O 8F280B/1T o o + O 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal. 8RF301B/1T Safe vertical load Safe horizontal load ASSUMED TO BE 16" MINIMUM DEPTH. O 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 0 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF400B/1T THE ELEVATION DRAWINGS2 o ® 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z N LINTEL HEIGHT. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > n M o , FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED o ,.; FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Q in Ln G. to •� V* Q CU ff jB POWER STEEL LINTEL IS AN ADEQUATEZ a E 00 Z fa SUBSTITUTION @ ALL LOCATIONS UNLESS w o NOTED OTHERWISE AT OPENING LOCATION LU J O � O 0 wL0 W Z V) W m Z a Oz>0g Z > Z O Q Z Z 0W O 3 U �x0 W$ } W O J N • - J W W 0 3 <Z00 O WOWU WJ1Qoa ZZ ak°� Z z CW7 W�Z8° � F au UJ �— Z�� W 2 6 A W W O LL Z Q --1a�--o0S �-0 L.Lo t�C ^ N NZa e—i Q a W uJ O �t- W Q�� F OF z . F14- LU g Z Z 0 a J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 O MIN. OE JOB NO: 17-5179 LINTEL PLAN_ MIN. SHEET NO. L 1 SCALE: Ya"=1'-0" NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS T D COPPER ARSENATE A-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CHROMA E CO S (CC ) 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. T 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 ABOVE STANDING R WALKING SURFACE. INCHES 1524MM MEASURED VERTICALLYA O E ANY S ING 0 GLAZING IS LESS THAN 60 C ES ( ) 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. T THESE ACCESSIBLE SIDE OF 5 GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON (S) THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. 'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS TO QU , 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: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 3.3. 2 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 A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4- MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40 S , fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25" #4 BAR 20" #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 y" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-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) : 3112" 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. .. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A SUB FLOORING AN 0 S 0 G D SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318" 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 T BE WET SET PRIOR 0 TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 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 ancftreatment 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/sprinklersyctems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R318.1.5 - n ete over r nd mortar along the foundation perimeter must be removeore exter�oorusoII 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 i 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGNSOLUTIONS, INC. PRI OR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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. Ul� Z 0 z� Z Q J cn 4-j w 0 U - O � m E 0 00 U a' M w - $ W® f- E c m M M ma04 O o0 _0) U 5-Co 0 a�i Q rn CL 6 A' N C• B D C T�us.?: BD� s �g ••E �; . •dNY co •4 c' ac i g �Z. �- Z C h z �•0 W U, d LL � O r� ELL 0 �. V �.c of tL v�2�Q r -Q LLZ W j�ifC-4 •r:i ee ot'di]ii4 o 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 tti N 0 ate.+ ''>-a M 0 M Q M Ln n- to •,_ zI-' Q LL IZ • c j QQ 1-O0 zU Z § M O WW J O O 0 W Q W z m vl- (uj Aia0 OzzQU z> Q0fQ .rs7zzzzy~z � � V S � J 0�D UJ0 �Ha0z W = W ��J O Ln N Ln �-i J W 0 W 3 wgv <ZQw 00 O Q kWia HZm,Q E0zce N z W�Ci0DO H0JwO� > J �$> 6 uiWOu-z< N 0 0 Q�Yyj < FS z O N LL .. Uj Z Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE U,9 + + 15/32" CDX °Q PLYWOOD OR 7/16" OSB + +, RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + +++ + ++++++++ ++++ 7+++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p 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 CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM �77 �� STD. 90" CONT. #5 BAR > HOOK �(�� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small gap 2" min. 2" max. � 4" max. 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/PlywoodlOSBwebsbffener 2" min. 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 Yg" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. 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 code for appropriate 1/16" 10'-0" details in One 10d box TANK -LESS W/H areas=20 of high or--20 sinker lateral load. nail each side at bearing. 5'-0" STUB -OUT FOR ' GAS METER 0 — N H C G 00 0 c� 1'-0" 0 9 ' o 'n U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-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. i6'-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. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (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 KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10dl nails at 6" o.c. V'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1- 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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. 714 6�� t O- CID 1. A 1Y2" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" 8 1'-0" 1'-1" 1'-2" V-2" 1'-3" 1'-0" V-.7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'41" 3'-7" 4'-2" 4-9" 5'-4" Span (ft)-- _ 16 -- - - 20 V-0" V-0" V-1" 1'4" V-2" 1'-2" 1'-2" V-2" V-7" 2'-0" 2'-5" 3'-0" X-2" 3'-10" 4'-9" 5'-7" 6'4" T-2" 4'-0" 4'40" 5'-11" W-11" 7'-11" 8'-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1," 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 *22" 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. Jo USP MUC 5/8" 0 THRU BOLT US ML R TRUSS 'OP PLATE TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Ir Nail with 10-10d nails. - — Install tight to top flange. SLEEVE THRU STEM ••. . SEE PLAN FOR--'•.. a .. • • FOUNDATION INFO STEM FOUNDATION GRADE REINF SE PLAN Filler block. E \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. �T� I l t=11 t' a 'A. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. AIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 0 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d v ' PLUMBING LINE PVC OR SCH40 SLEEVE d v c a A. d a FINISH GRADE - I I � • a A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. I 1 1 F_ 1 SEE FND. PLN. SIZE & REINF. BELOW GRADE PIPE VERTICAL THRU FND. G TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I— I I`-------------F----------� i0 z • a . • A 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 . 14a a' A a -- a --.- °f as tk\41 a ` n n /. a a SEE FND. PLN. SIZE & REINF. C9 `� zM®— o z Q -I o.. C3 cn 4✓ w °� U — 0LU ,^ I1 = E 0 rV v I 00 I— U m r NM I-u E — S as H c m f`6 7,0 M 02,3 LLCO 0 Co < M `o0V Ci OD, fill, sr+ N 1,rE J a a <,0 :E gj� 0 us .rrS �ht W ¢ o 0o El To 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. 11 O O z fV n 0 CD ko ��I n i n inQ U-)-gyp °' in (A L n L_ U_ � a .-. GC Vro '—' 00 Q zE WJ C:) J f OZ W LL O Wz� a U 1,- 00 a z>-<UX< �0:4 W g Z (D Z5 uJ w J �a V 8Lo 01403�0 V = S z 2 0 d- LU O 3 T-� Ln N T-t • J �OUJ JQ V) NVe W uua00ow 0 Q �0WWP Z Z Zdf g�Z �w�z8Q0 W ~H06 ?>g82�w0u-ZQ rl ¢a�o8 N V) u_ ZZQ � T-4 � � Y W � ) NCL u_ z .. .. j �-- Z g z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH Ll TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @EACH END 2-16d TOE NAILS @EACH END "X" GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN _ TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING WI 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE II (#30) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE ci E SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR „° n "J" „ SP SPT22 CONNECTOR @ O.C. WI UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r .- 2 x3/16 PLATE WASHER TYP, "° (TYP.) 2�°x3/16" PLATE WASHER (TYP. ) (ALT: 1/2 x12 TITEN HD @ 24 PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR (2) LAYERS TYPE I OR TYPE II a 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 (#15 OR #30) UNDERLAYMENT ° ° o WWF OR FIBERMESH WWF OR FIBERMESH FOR ROOF PITCH 4:12 OR - m 6 �Q - - ° a c7 ELEV.-0'-31/2" Z 31/2 MIN. �� 31/2 MIN. FOR UNDERLAYMENT LESS. - _ _ r 1*r� ° ° d n Q ° d a d A.F.F. o ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - _ ° a d 2x4 CONT. d a ° LL � ° • - '31/2 min. - 4 ( ) „( ) „ 1/2 min. - 4 TRUSS @ 24" O.C. U.N.O. -NI ° • g ° ° a N 0or e ••8o°12 @ HURRICANE ANCHOR EACH(TYP.) - a ° 1 I, 4 a ° GARAGE DEPTH VARIES 31/2"(min. - 4" - 31/2"(min.) - 4" = 488' TRUSS (SEE UPLIFTSCHED.) W/ 8_ _VARIES -MOISTURE METAL PL. UNDER EA. TRUSS BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ V-4118„(2) #5 CON.4°4�' INSULATION LE SHINGLE ROOFU.N.O. MI I • 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTKGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= ,- „ S3 SCALE: 3/4 -1 0 „ S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8° "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE @GARAGE \12'2x W/A HABITABLE ROOM N.O. SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N�MJ�s CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / \ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR C�V YERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" �� ETAL LATH. FIRST 2 LAYERS 3l8 THICK EACH. r3�RD CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL LAYER 1/8" THICK. K.O. BLOCK 5/8""' EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON °� 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 EA. STUD °� 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4'11/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE SPACE ANCHOR 3500#, MIN. TENSION 2600#) *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 0i =00 c.l 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH *= ° ARCHITECTURAL T ASSUMED FINISHED - � PER MANUF. o #3 OR #4 REINFORCING BAR LU ° ° 1x2 PT WD FURRING @ 24 O.C. FINISH ,• ; GRADE �- __ > n �, z GRADE 40MIN. F - 40ksi a #3 & #4 LAP SPLICE e . o „ (1) #5 VERT. IN FILL MONO OR STEMWALL ? r o e Cl) o • = FINISH GRADE ] [GRADE 60 MIN. Fy= 60ksi] oa 25" MIN. LAP [30"MIN. LAP _ - p . 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE ° FOOTING MONO SHOWN p o c ° W FOUNDATION PLAN FOR CLARITY D _ _ °O 6 MIL VAPOR BARRIER C n e R 1 7/8 FOR LOCATIONS) p b ° o I=III=1 = =III=I 1=1 & z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER " o ° III -III -I I -I 11=1 I I -I I E z ° - r g #5 LAP SPLICE (2) #5 CONT. 4 x4 INSPECTION ° o I=III=III-III- NOTE: ° � D I -I 11-11 • e „ 1 ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH * 8 III=III=1 FOR BEARING WALL I=III=III=III-III=III- _ _ I I=1 I I=III=III= N -i r COMP. SOIL. (COMPACTED TO P 36" MIN. LAP [36" MIN. LAP] (TYP-) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _� o 95 /o MODIFIED PROCTOR ASTM 1D" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ _ _ 1===III=1=I 11=I 1=I 11=1 I I=III=1=1 I=I II _III-III-III=1 i I=III=III=III=III=1 I I=1 I I=III=I I=III=11 _ -- I I=III=III I I-i D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-��=TI_IIII_-I ,,III, IIEIII II, II-III-II1=II1- #6LAPSPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE , , CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K"E� REBAR DETAILS rF WALL W/UPLIFT rG w1.4xwi.4 WWF OR FIBERMESH - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ ALE: /4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 c SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ ° °' I 00 r, > _ 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN WWF OR FIBERMESH N ._ S.G.D. (U.N.O.) Q 6 MIL VAPOR e = I z min. 4° 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A BARRIER D : p 1 N a a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ! COMP. SOIL. ° _ a O° ! TOP OF BEAM &LAYOUT DESIGN a (COMPACTED TO 95% ° 1 () I I I #5 REBAR w/ OPT. SEE ROOF PLAN G <: ° < a °P MODIFIED PROCTOR - ASTM D1557) -r- S -I I - �,. E ENCLOSURE FOR STRUCTURAL OA T - 4r a 3" MIN. CLR. I BEAM SIZE & e M - • • 8 (2) #5 REBAR CONT. 2x4P3. PLATE CONNECTION INFO .. . ON 3" CHAIRS TYP. 4" 1'-4° STD. 9O NOOK (SEE MIN. ins" I U.N.O. DETAIL) °.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 4W 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 � SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL w P.T. 2x 1/2" GYP. BD. > w SLAB INFORMATION. 2„ HOLD GYP. BD. 25 w SLAB STEP & RECESS S.G.D. M e. 1/2" FROM SLAB o w 0'-0° M CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=VI S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO • ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND • 2X STUDS 24" a INTERIOR @ O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT .-. ° ° -3 1/2" SECURE 2x4 P.T. BTM. PLATE `� MASONRY WALL AND 14' O.H.D. RECESS 13„ O.H.D. RECESS � A GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS �• ? L _ 1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS I �' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD c _ N 4.r • :% • : ` .. ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. i; -� • ' M PLATE TO CONCRETE ON FLOOR PLAN M v I' MIN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, z a ° ...'. 4 iio _ •• :' I oQ TEINS ON 1 0#) CONCRETE SLAB _ SIZE VARIES PER PLAN - - = 4 ° • ' • • •. 4 ( r = 6 x 6 W1.4 x W1.4 iv _ w/ MIN. (2) #5 VERTICALS C7 Lu _ ° _ J ;III -III °.-III-III-III-I .. '.a •< :: -I '% ' �, :�' I •� - WWF OR FIBERMESH ; FILLED SOLID LU -III-I -I I -III -III= LU •~ I - - =i' I I_I BRICK PAVERS or SLAB PER o w cWi� w z - 00 = =III=) ! • .. SEE A/S3 OR J/S6 I = , . :: SEE A/S3 OR J/S6 I I I 11 I iv iI=III= 11=__ - ' ° �� 0'-0" FIN. FLR. COMMUNITY SPECS - - _ L` - I=1 =III=1 I 1=III-III =1 I =III-= LU I I I I=III=III=1 11=1 I I I=1 I=I I- DOTING M 6 MIL VAPOR = �' = I=I I=1 1= �! -1 - =_ - - - - -III-III- I I I -I 11=1 1=1 11=1 1 I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =1I=1 1 =- -I -III=1I I -III- I I=1I I=11 I-III=1 =1I I III-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) _III , ,III , III III III' : ; ,, ..... • • PAD REINFORCEMENT �� 3 MIN. CLEARANCE 1' 8" (2 STOR 1'-8" (2 ST RY) 4„ 4„ ., :..• + : �, : • • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' 'R ' f . • •.• CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3l4"-''-o" SCALE: N.T.S. CJ`3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0!P Z c - o Z `O Z J CL Lad Z U) V) C Q) 4--J Lij ro '- U 11.1 O F- c = o o c!i U 0 t- LU W E -$ (MCM Cl) CM Cl)f N.O M Ooo 2 ai w U_ 00 00 50 _Ix Q 0 co o co 1,�`�Ne�4ltiiuill//lJ 1. W41AIIjtig819 C • _`rr 1�. CR Z To the best of the Engine�%17 �, 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 Z O�n i>-iO M Q L 'CO Ln a in•� � Q &ILLS a e-s z �Ua� Q O E, Z WJ C) 0 Z z O W W ca z z ��IZyyW ~Z �U 0p J a CE5 Wo v�a0z UJI N Ln J WQ�°3 W o OZ O 0 z < o p z W O � W zCYVa�z z W W Q z O° ¢� >> LU ��$>2o2 -V6 WOLLz� �N M < moo'°Wa � 0 d' Ja"W z C) " j � 0 z g z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. S3 (MONO) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I 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 @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID EVERY OTHER STOUDTW/ (3) Od NAI S TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 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 UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH 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 rA SCALE: N.T.S. �,S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■�_lii!�I1i11�1�!��I�_!�_ "I�_ . -. - � . • • -'III �I�I- �■III IiI■■ !I�I— ■■III ■�lil III■�T■ —IIII NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 J J \\000\0\1 T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER GARAGE FLOOR _ CONNECTION ASSEMBLY ..,�TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a a a o a a n 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. 2x TOP PLATE 2x STUD @ 24" O.C. MAX. -� 2x P.T. PLATE - SEE A/S3 FOR 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ I ❑ CL4DOOR OPENING DOOR OPENING LIM EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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 ° WALL d a d a DOOR STOP w ° a ° MOLDING T C < C Cn Q GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM = CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE 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 Tom! S�cF �O`L N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) —� 1Old x1%"@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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1' - 4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (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/, ** HOLD DOWN CONNECTIONS Op°OO,Q NOT REQUIRED @ BEARING FNi,I,Q WALLS NOTED WITHOUT UPLII P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE USP SPT4 EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 USP SPT SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED 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" O/C FIELD BLOCKING (' 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - 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 4q. SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W! 4 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS USP SPT4-]USP SPT24 Q SP SPT4 Fr ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS /RECESS / LINTEL USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 SP SPT4 dI IL INTO TRANSOM FRAMING rSP SPT22 SPT4 �USPSIPT4 ° I I d 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C 1 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING --10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SPT4 C /-10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 o TRANSOM FRAMING BEYOND. L PLYWOOD E PLYWOOD FASTENED TO TRUSSES o SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C, MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY 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 SCALE: N.T.S. Z th 0 Z Q 0_ — U) C cn 4--J W 0 U — 0 V) E o 0 U CO co W —$ W F— E 0 M C W Cl) LO ;O M Ooo tU_00 0 Of Y Q rn ao ,n O v rn<o A ' B D. N C a D C tiO4 i,�igq�i9sl3@ilttt���� N t0 N e•�,.P pW IIW CND ll �i � Ya i' • : ano r Z`, g �,• :Rj vv •' f!I t ii. To the best of the Engineer edge, 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. i O ON Z 0�1� CD aO M M Q (n Ln a cn•i� L_ LIn Q CL �-. oC �j M1 0000 Q � Z 3:M W Joy �r f O w z (n l- a a U8x Oz>Z Oz0. z>- Q U f Q � � Z zz..1gz �� W-i W I-. DOCC . 0W0 U~a04 pzno +^—I Uj = z � � CD r-1 In N LA J <Oa LU V)heW O Q Q uo78P z z LU C=y O W ~95-ac5 > _ `./QC,a�0 �$�2oan: MwWOu- ,--I za > > o S N 296-Z< T i W a< CD N Z .. LU z g � _ a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4'7 BLOCKING NAILING SCHEDULE FOR 2 " "x4OUTLOOKER SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL SHEATHING DETAIL @ 24 O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24 1" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE ATTACHED W/ BLOCKING FOR OUTLOOKER ELEVATIONS) 2x4 OUTLOOKER BACKNAIL W/ (2) 1 Od NAILS 4" @ 4�4 FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS 24 O/C O.C. TYPICAL ROWS OF 45° t 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONI" L" BRACE P CORD BLOCKING T'A� USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/(2) 10d FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID USSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" HEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO EXTEND @LEAST 90% OF 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 2x4 T' BLOCKING JOINT W/ (3) AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ @ 8'-0" 0/C. USP FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)1 Od & (2) RIDGE FASTENED AT �� " L BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/(2) � ° AT LEAST 90 /o OF WEB 2x4 BLOCKING °� 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & 2 10d TOE () LENGTH (SEE TABLE) „ 48 O.C. SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS 1" BRACE ATTACHED 16d NAIL • • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. ATTACHED W/ 1Od EA. ENDNz BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 1OdX3" @ 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 AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED O.C. FIELD (2)16d NAILS SINGLE "L" BRACING DETAIL s ATTACHED W/ 1Od NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING 48" @ 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL SCALE; N.T.S. S5 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS BLOCKING, FASTEN WITH DIAPHRAGM FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. OF TRUSSES FROM EA. END 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4'T' ON TOP OF PANEL 10dx3" @ 4" O/C @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED OATTACHED WITH UO.C. HGA10 @ 36° BLOCKING @ 48 O/C 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM @ MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 6-d TOENAILS 1 Odx3" @ 4" O/C O.C. GABLE TRUSS PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL TRUSS VERTICAL O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED SECTION TAPCONS. SECTION FASTENED WITH (3) PER STRAP MISSED VERTICAL 1 2 SECTION16d 3 SECTION 4 WEB; USE SCALE: N.T.S. MSTAM36 ON OUTSIDE S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S'J SCISSORGABLE"T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W! 2 2x4 OUTLOOKER 8d @ 6"O/1" 2 4 BLOCKI G 20'-0" MAX ")C BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J ON SHEET S5 FOR N � N r SEE STRUCTURAL 16d NAILS () @ 24" 0/C WOOD TRUSSES TOE NAILS @ EACH 2END @ [24" X-BRACING, AND TOP r `" M NOTES AND NAILING TOP CORD O/C (TYP) CHORD BLOCKING to SCHEDULE FOR I I B USP HGAM10 W/ (4) INFORMATION SHEATHING DETAIL USP RT16 OR STKING FOUR ROWS 1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES " �, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) rAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS o -- -- T TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" BRACING W/(3)1Od z a AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED x 3" @ _ (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 1 Od NAILS @ 6 O.C. • EACH CONN, @ 24 O/C KIN 2x4 BLOCKING @ 24" 2X4 L OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" 2 6 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER TO/COENAILS EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL a ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL „ „ NOTE: 2x4 T ON TOP OF PANEL ARCHITECTURAL FINISH OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD • 1 Odx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR NON - LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2)"T" BRACING MAY BE USED IN PLACE OF EXT. WALL CONN. a� NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST OF THE WEB. PERMANENT FIRST (4) ROWS OF TRUSSES B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g BEARING LOCATION (UNEVEN CLG. SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS rW� E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS L 45' 2"x4" OUTLOOKER @ 24" 12 oll O.C. W/ (2)1Od PER JOINT 691 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN LOCATIONS) OR 1 Odx3" O/C @ WOOD TRUSSES TOENAIL 6" O/C 2°x4" W/ (2)16d TYPICAL RUNNERS (2)16d PER NAILS JOINT "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" - S-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 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER USP LSTA 18 TUDS @ 16" O.C. 1 11 111 111111111I111I- � CONT. BEARING DBL. TOP PLATE USP STUDS @16"O.C. USP SPT24 CONT. BEARING HGA10(TYP.) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL @EACH STUD GABLE END BRACING DETAIL SCALE: MEAN WALL HEIGHT UPT030'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 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) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL rj SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 2) "LCBRACE TO BE FASTEN D TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCISSOR TRUSS BRAE TO EXTEND FULL HEIGHT OF GABLE. SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S'S "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 5 (SEE SCHEDULE FOR SIZE 5 S5 AND LOCATION) S5 GABLE TRUSS 6 6 S5 S5 e a OD �0000000 0 0�0000000 END JACK 11'-0" MAX. o 0 a O� CORNER JACK Y W z 0 U CO , z o z Z Q J z U)L/) cn i--i w U — w 0 F- o o V)ZD U 0 m n tM rNi CO Oo o —8 wU_- -00 r',MCD o Q 0 CL A, B D• N C a D C N ;q° �;zlp� N� �� ARio c M g� � �•� El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 NC O CU N r>-IMCD M a L � 0 HCUB CL .-. 0� V a 00 Q � z � WJ � f WOW � EujD z a mzrz �i8�Ra0 y z Q 1 ¢U z QU z� 1 fzzW z g p C n w a°-U 8o 0403�0 �I -apzOO Wow J O 3 Ln N Ln • • LU O q O Q UoZ_� z �- z8.f!ari U,j $>�o U0 rl wWOu-z< <QQoB ^' ` v of C] U)LL z LU CL �— O N a�� " z .. Og z J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. DOORJAMB (REFER 1X4 1/2" DRYWALL MB (RE 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 F112" DRYWALL J_ UNACCEPTABLE INSTALLTION TO SHT. 1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ 2 10d 6" O.C. () @ FOR CONN. DETAILS)tu\l FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3-114" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"QJ X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAP NS TAPCONS STAGGERED 2X8 (TYP,} I 12" O.C. FIELD BLOCK@ SPACING 1� 1 DETAIL STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1� 3 DETAIL STD. 90A D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM 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. 1 WEB 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. I/ / METAL SEAT PLATE O.C. & 4" FROM EACH END W/ MIN 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORLil 1 X 4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER DOOR JAMB (REFER TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING rW..AS 2X8 P.T. WITH 3/16"QJ X 3" +2 NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS REQ'D 2X8 P T LONG TAPCONS STAGGERED @ 16" O.C. 2X8 - 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE BOLTS INTO K.O. BLOCK t5" FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS rcC CELL PER SCALE: N.T.S. FOULED NDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 #FOR 2 STRAPS FILL 1s14 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS .4 SOLID w/GRour 1 X 4 FURRING — SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS „ 1 USP RT16M W/ (8) NA11 NAILS & (6) a x 2j„ BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x *NAILS AND „ 8d NAILS AT 8 O.C. AT BUCK (4) J" X 1 t" WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (2) STRAPS 2450#]) -4 ;. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" 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. " e'' . ' •• SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN '. ° CONNECT W/ 8d NAILS BRACE/ BLKG. •. N.T.S. �• INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) 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 Z-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 REM. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X 0� (2)10d NAILS @ 8" O.C. ERygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + CFNOry PLYWOOD SHEATHING 1 �-��� 5'-O" 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 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED is EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° • '. /4" MAX 2-0 8 TRUSS + SOFFIT + ° • • ,.. .� ►.. D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + )0" a 4 e ° CENTERED W/ 4 FURRING BLKG. & BUCK 1 X U G 2X6 TO 2X4 USP RT3A 2X4 SYP . • . . P • . e .' '� H IN TOP o EACH TRUSS s a . ' KNOCKOUT / i4 " ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d . . — NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR p• MONO FOOTING _ ° SIZE AND REINF. PER PLAN — VERT. BRACES WHEN HGT. OF 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> e o 6 Z TO BE INSTALLED DIRT BUILT UP PLWD. BUCK- '-0" M EE PLAN PRECAST LINTEL .° • • ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 99 r HOOK iv TO FIT ARCH CONNECT W/ START OF ARC %" IF TRUSSES USED) W/ (2) #6 X 4 WOOD FOR OVER HANG FILLED CELL — 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" '` INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ° , , ° , , ' ° .%. .► . .. .� . .-VK ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION @ M STEMWALL FOOTING SIZE AND _ B B MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS 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 TO 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 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 HTT16 W/ (18) -16d 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 STUDS & (1) - 518" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T #5 BARS IN. 3"CONTOCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED MI SIMPSON "SET' EPDXY MIN. EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0•� 5" EMBEDMENT & 3" MIN. 0 (n SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ z g 5X6 EMBEDDED INTO EXISTING FOOTING 2-#5X6' IN CONC. F MORTAR BE AND TROWEL COVER PANEL REINFORCING WITH UPPER HALF 0 0 R D 0 REINFORCING PANEL — ¢ _ N FILLED CELL SMOOTH. DO NO FURROW. ° p.° DRILL 3/4 X6 MIN. HOLE F Q PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE o. •' a SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ,� 6 MIN. LAP p ° El G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i.i ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. C-4 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS �> 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 \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.Of COVER EA. WAY A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF`N�SECTIONAT 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. Ch u') Z o Z� Q J a. to C� (Pro °N W 0 U — W 0 = F- E 0 o (n U 0 W — 8 4)M C ro Cl) N C 0 o 00 U y 0 M� Y Q m a. o O A' B D. N C.B •D•C r ryry Wilk O LL s� N YJ W MC 3� z ow cu. O E °'° ........ : W ()F E S S\ h'lIlium', ❑ ❑ 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 z O r. >C/)Mp M Q U-) 'f0 Ln a cn •L '� < ��� a V Q .� 00 Q z WJ � f woz wa Lu z U�fvWioO U 0z>za z> <Ux z ifzµz� Uz2� LLJ US OgU3oo LLICW d. J O Ln N Ln W a, O > :2zo aw O Q UzoZ P -0 2 Zz z ^ CL d X O\ Z LU W ~ aQ�a80 ~Fpp-�W¢S >aoa rl WOu-z¢ ¢W<Qo8 ^N o Ww T"I J 0. Y W ¢a9x 0 O N u_ z .. LV z z g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. SS I I I I I *DIAGONAL SPACED AT 15'-0" O.C. MAX I I I I I I I I ------------------------------- CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL JYP.)r—,",�w/2-16d@EACH SCALE: 1/2" = V-0" BLOCKING . X-BRACING - 2x4 SPF OR SYP TRUSS WEB SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING t OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING �P' BETWEEN TRUSSES TRUSS SECT. A -A '\XA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHERTRUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) -10d X 1 1/2" EACH 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 COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' ■iC O.C. MAXIMUM. 2x4 SPF 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS ` DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL ■k 2x8 #2 SPF RIDGE BEAM AT 8'-0" MAX WOOD TRUSS �C'� 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 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @a INTERIOR BEARING 3 SCALE: 1/2" = V-0" WOOD 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" V � o� Z Z� Q J a Z N C9 Q) cn 4-J W C) ■O W � � = E o o0 �Vi U W —8 rnM M C M fM N ;6 CM Ooo = ai U� �LL OD 00 �Qn �Y Q Cf u7 O� Q O A' B Do NCB DC Qy / y oz�p W W j2 :q 0. \ a FO ' :25u W LLW 2111 �F E SS\ olit!llt1� ¢ \ o 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 z NO O av t\ > V) M O M Q�.MLn 0. cn•L� Q C Ln LL V ry ,.4 ce Q � � Z WJ C) 0 ce 4Z ZLL�/' w m Z I— 4. UF-1yo0 OZ > ZZ < 0 Z>-� sry7 4.z Z b C J V 3:§ ooWg a r-I z J O i\ Ln N N Ln • • v / J J w 3 OG YYV a' e-\ Q w� 00� Z W Waooz8° (� Qo<�f (V Z O N � oZL a Q w o N z .. .. U > ~ OJ z W g z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WINDOW UNIT WEATHER SLOPE R612.10 Flashing, and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. RESISITIVE 9 pp g 9 p y BARRIER 0.3 in : 12.0 in WOOD FRAME CONSTR. ( 0.6 cm : 30.5 cm) TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"A" BEAD OF CONSTR. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or 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, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 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 (ASSEMBLED NANDON) WALL BY 6 IN. AK UP JAMB L USE LIQUID NAIL BRAND EXTERIOR mm . The felt or other approved material shall be continuous to the to of walls and terminated at OR EQUAL WEATHER PROOF CAULKING ) pp p penetrations and building appendages in a manner 2 O CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.1 0 WEATHER SELF -ADHERED FLASHING BUILDING PAPER z RESISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: BARRIER SEAL TOPS OF JOISTS t WIRE LATH 1. In detached accessory buildings. UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 (SEE DETAIL WP07) 3. Under Pa erbacked stucco lath when the paper backing Is an approved water -resistive barrier. SELF -ADHERED FLASHING P p p 9 • PP 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 THESE DETAILS ARE GENERIC AND 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: installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 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 AND WATERPROOFING METHODS TO weather resistive barrier water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BE USED. 3. Fold weather resistive barrier back over head 2 2 Q following or other approved method: flashing and seal with tape 1.1 The fenestration manufacturer's written flashing instructions. Scale: NTS 1.2 The flashing manufacturer's written installation instructions. SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A , CEMT. FINISH SILU 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. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3. Under and at the ends of masonry, wood or metal copings and sills. EXTERIOR SHEATHING RUBBERIZED 4. Continuously above all projecting wood trim. 3/aHE BEAD OF APPLIED NEEDED IN CORNERS ADHESIVE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. EXTERIOR SHEATHING INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE p y ,1 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING 6. At wall and roof intersections. THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 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 SCORED LETTER ON CHEMICAL . O RELEASE PAPER R703.6.2.1 Weep Screeds COMPATIBILITY • • _ A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED FLASHING SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6° ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF THRESHOLD 2 3 ' ��! SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING 2 PRODUCTS DETAILS Q - v 2 SELF -ADHERED FLASHING 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND x, .:,. 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 6 Detail Instructions BOTTOM NAILING UNDER DECKING 2 Refer to the number marked as in each detail that corresponds to the numbered items in the list of FLANGE 8 (SEE DETAIL WP07) 7 instructions below: SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ 1. Install self -adhered flashing in order as shown by numbers HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK ' INSIDE CORNER 1 • 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 SHEATHING piece of flashing material (6" x 6" Minimum) y 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 8. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING PATCH Sheathing Stucco d ° d ° a •"KV 7/8" Cement Plaster 2 d d in accordance with DOUBLE ® ° ASTMC926 d JOIST ° ° ° a 7/8" Cement Plaster SINGLE WOOD BEAM ° Felt backed metal in accordance with JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ° lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 a ° with ASTMC1063 ° d d Felt backed metal 3" MIN - ° ° Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 FLASHING FLASHING Q ,' �� 7/16" O.S.B.g Pa Building 5 sheathing per 7/16" O.S.B. Metal , ; sheathing ' SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■' � FlashingFOUNDATION WEEP SCREED ■ � • 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 in accordance Decorative Finish with ASTMC926 0 0,• over wood 2nd •0.0.0' • • o.o All inside and floor �. •o•o,o outside corner will o.o,o need to be miter cut and caulked all '`�•°,o 0 0 0.0'; butt joints need to '•o•o• •0• becaulked using 0 0 • 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 1st floor WEEP SCREED DETAIL NOT USED ■ , NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE LO Zo Z(D Z Q J CL U, Z Q) N (D03 w U - w (D O C m ~ o o0 �� U N rN) LV U ® QQ C W Cl)W 'C cM 000 U� wLL00 -00 �a0 CY QC" Lo Ov rnQo A' B De NCBDC r- a � N c0 N � co cogs 00 M 1A Z• N A ci O IU1- o ip Z O _ « W 51,2 A/ 2 0 LL � W- c o w �a- 10 Z=�'°'a' O ew ,yw a C N 0 O m m LLW l,pp Q QfV F J N O O U - U 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. 0 CD Z N OWN InMO co Q UO) fa to �. toLn U Z I*YU�MMa Q 0000 E W Z Z M J � Cr Gz W LL Lu z a C�COf�00 bzrzpaV Z>_ Q U f Q zZ9z qZqE ad-w E 1` 0 . 0 OrjWN F-a0Z0 W = W � J o fi\ (n N In _J Q •• WUi Ifl J W°C��i V Z W a 0 J� Q Z ro0Z Z LL LL" z�g080 WWQZ O Y>g8a (n W 0LL.ZQ a >: C%4 Z oZ Q OJpChe W W aQ� o N w F- z Q > O g Z J 0- SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. USP Stock No. A3 LISP Connectors Florida Statewide Product Approval No. FL17244.1 EValUation Report Basis ESR-3455 SIFTIPS011 Stock No. A23 Cross Reference Florida Statewide Product Approval No FL10446.2 Evalklation Report Basis ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456,22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473,11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655,93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2649 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2106 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236A1 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 4201430 FL15332.1 - FL15332.5 +40.0/40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psi Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 WA (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series/900/1970 FL15217.7 - FL15217.9 +40.01-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 158011590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 155011570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 WA Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Pam• Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 WA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE �W ai i _ CD N 2 O -0 C ca. CU - .� U - C 0 CU 70-0 (n 0 I 0_0 C N C CU U_ O .N Cn p L (CU -0 40 - CU C Q Q Z Z W J E Z co ICU L CL O Q O W U ICU m I- O LCU LU z J z J 11 SHEET NO. PA 1.0 ■ c Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#15225-R3 Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rlckwQrwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quot; and &quotBenchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 810 Opaque and Glazed Seel Door with 12/31/2021 No Yes No N/A Series&quot; and &quotBenchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15279-R4 Code Entity or 20 Date Date Pend Ina 20 TvDe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 0612l/2015 Approved Category: Exterior Doors (513) 770.8062 Inc. (513) 519-6566 Subcategory: Sectional Exterior Door Assemblies mwestefeid@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21 /2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODEB#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, ARSSV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 486, 42B, 55S, GD5S, vide) WNNDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV 85 085 W8-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W8-16 PAN-217153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Seel Pan (min. 25 ga.) Double -Car (92" to 162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#152884R2 Code Entity or Date pie Date Pending Date Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Seven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Ing Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15000-R2 Side Entity or Date Date Date Pend Ina ate Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved State Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiratlon Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot,Fiber-Classic&quot; or&quotSmooth-Star&quot; 6&#39;8&quot;Non- Impact&quot; Opaque Fiberglass 12P3l/2018 Yes Yes No N/A Door with &amp; without Sidel te(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 Code Entity or Type Versio Manufacture Contact Enaineer& License Revision 2014 CURRIES Dion of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 Subcategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-RS Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansomframes. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 Date 2M Date Pending Date Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Data Date Pendina Date Type Versio Manufacturer Contact Engineer&License ValidatedBV Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsidinger@mNW.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Quality Assurance Approved for Use Approved for Use Imlga Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A PW NI 72X72 FIN 9 SERIESGA505ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#13192-R4 FL#15272-R1 Code t' o t Entity r Date Date Date Pending _ Date e �� 1 � � Date Pending Versio Manufacturer Contact Enaineer &License Validated By Validated Submitted FBC Approval A roved Statusa ao T � Versio M Manufacture Enaineer&Licens ContactValidated eB Validated v Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 0&17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nhompson@alside.00m Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-RI Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design SLge f� Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ._ ag9# Product Model. Number or Name Product Description Contract Expiration Date n HVHZ O s ide HVHZ i Outside Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot2T&quot Soffit Vent or Solid Vinyl Soffit 12/3l/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot,AllianceT4&quot; Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A FL#15332-R3 Products Sea # Product Model. Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubcategorySingle Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sea # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code ,�R TVDe Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No N/A XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED )= 12/31/2017 No Yes No N/A 143&quot;x96&quota SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A 146&quot;x96&quota SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 143&quot;x80&quota NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A XXX 143&quot;x96&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitiinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiinger@miwd.com Product DescrlR= SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Seven M. Urich, PE (717) 317-8454 Page 1 of 2 1/92or7 Date Date Date Pentlina Date Validated Submitted FBC Approval Approved Status 06/30l2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Deslan Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31P2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ni Contact Engineer & License Brent Stinger Luis Roberto Lomas (717)3653300 PE-62514 bsitiinger@mKW.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 119n017 Date Date Pend Ina Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/1912015 Approved Qualitv Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant ss re 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1192017 Product Approval Application Detail tv Entior !� Date Pending ,Qair Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 markd. harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/0312017 No Yes N/A N/A architectural asphalt roof shingles N L C/) -� FU > N U N L Q 0 C CD 0 c 2 O Q� 0 0 CU LL p > .N -0 Cn E O � Q Q iE M .= Cn Q Z Z W J ■m FL#12328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category. ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL FL#2075-R7 Code Type Vensio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category. Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products �ggg Product Model. Number or Name 1 RV10 FL#1849-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / Monierl-ifetile Category: Roofing Subcategory Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products S- 0 Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 0 - CountrySlate Shake &am Slate Saxon 90 P, Y 15 Saxony 900 -Country Slate, Shake, Slate &am p, Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Vero Type Manufacturer Revision 20 14 Town and CountryIndustries 0 , Category Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#128S6-R5 Products Sea # Product Model. Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quotSafety Edge&quot Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A FL #. 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Page oft Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date 20e Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flameo.com Quality Assurance Approved for Use Approved for Use Imoact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmett@boral.co m Product Description Flat Profile - Stockton Flay Profile He nderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/9/2017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes WA N/A 12/3112018 No Yes WA N/A 12131/2018 No Yes N/A N/A 12/3112018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes WA N/A 12131/2018 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Die 2= Date Pending 2Ae Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status O5/0 /2015 06/22/2015 Approved NCO 04129/2015 04/28I2015 4 TJohnstonFrank I. Bennardo ORLANDO L. 8LA PP Tom Johnsto , (954) 493 855 1 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot; Aluminum Storm Panel with Optional Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga (0.018&quot,&quot) Steel, 0.022&quot; Alum (Pert and Nan-Perf), Clear Polycarb (Full and Half) 24ga (0.0232&quot,) Steel Storm Panel with Optional Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes N/A 12131/2018 No Yes Yes +54/-54 12131/2018 No Yes Yes +1001.100 12/31/2018 Yes Yes Yes N/A FL#21675-RO Code Type Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Underiayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 Code Type Versio Manufacturer Revision 2014 Lomanco, Inc Category. Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R7 Products Sea # Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174; PRO Vent PRO4-N FL#15076-R3 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code Ty&€ Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm PaneWNHVHZ FL#17869-RO Code Type Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Seq # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/62017 Entity or Date ante Date Pend Ina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak I ntertek Testing Services NA, I mertek Testing Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of t 1/102017 Entity or gate [fie Date Pend Ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE O5/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@bmanm.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97,5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or Doe Date Date Pend ina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE O5/0612015 04/24/2015 05/11/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 fim.robinson@gppent.com Quality Assurance Approved for Use Aooroved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date Date Date Pending Daft Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. Jo W. Knezevich, PE 12/21/201 / E John Kneze 6 12/212016 Validated (954) 689-7545 PE-44167 (954) 772-8224 fim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1/92017 Entity Da te Date Date Pending 9& Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561)712-9882 PE-0046549 (954)394-8521 mi keb@ allamericansh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31 /2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#5219-R3 Code Entity or Doe Date Date Pend Ina pie Type MIERW Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 OB/23/2015 Approved Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that are an flvalidationr@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Descrigtlon Contract Expiration Data in HVHZOutside HVHZ Resistant Pressure 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No WA 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Tile&quota 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39,, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quota 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 Code Type Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-R1 Products Sea # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R1 Code TvDe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-RS code Type Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or Date Date Date Pendina Date Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated ed FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved (954)689-7545 PE-44167 (964)772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/3l/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity Da Date Date Pend ma Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Abbroved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved (847) 918-6473 (407) 681-1917 sleWs@alpineitw.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12131/2020 Yes Yes N/A N/A Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 1213112020 Yes Yes N/A WA N N Cn N 0= t+ U N 0-0 C . � ICU U ^O 0— U) =3 0 I`q O cu Cn 0 0 Q O � O _ Ca L _ O Co O Q Co � ._ ''#^^ VJ CX a Z Z W J CIO O U C/) O O CL CL U O L U) M� W VQ^ I..L VL ICU LU < W Z J Z Q J a SHEET NO. PA 1.2 ■ .) FL#2197-R5 Srasde 1YPe Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a FL#2197-R5 Products Product Evaluation Entity Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Iypg Versio Manufacturer Revision 2014 Weyerhaeuser Category Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products 381119 Product Model. Number or Name 1 TA 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 11WO17 Product Approval Application Detail Entityr 20 20 Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07I05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Im pact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/312017 Yes Yes NIA WA 16 ga. truss connector plate 12/312017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 1213112017 Yes Yes N/A NIA 20 ga. truss connector plate 121312017 Yes Yes N/A NIA 20 ga. high strength truss connector plate 121312017 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or 291 2a>:e Date Pendina late Contact Fnaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/052015 05/122015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 ji m.anderson2@wweyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood (-joist 03/312017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes WA N/A Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Prefabricated Wood I joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLX17744t4 im Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineedng Category Structural Components (813) 859-3707 PE-Wl22 Solutions Subcategory Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F L#1774-R4 Products Page 1 of 1 1/92017 Data 2ate Date Pendina Date Validated Submitted FBC Aooroval Approved Status 07/032015 06242015 081202015 08262015 Approved Quality Assurance Aooroved for Use Aooroved for Use Impact Degjan Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/252024 No Yes N/A N/A FL#5259­RN im Version Manufacturer Revision 2014 POLYGLASS USA Category: Roofing Subcategory. Underlayment Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products ft" Inauct Model. Number or Name 1 Polyglass Roof Underlayments Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 8MWO17 Product Approval Application Detail Entity or Date Pendina bite Contact Engineer & License Validated By Validated FBC Approval Approved Saws James Akins Robert Nieminen John W. Knezevich, PE 0322/2017 03/13/2017 0322/2017 06/13/2017 Approved (570) 384.1230 PE-59166 (954) 772-6224 jakins@polyglass.com Quality Assurance Approved for Use Approved for Use Impacj Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underiatyments 04/242018 No Yes NIA +N/A/-622.5 Search Criteria Code Version: 2014 FL # ALL Application Type: ALL Product Manufacturer. POLYGLASS USA Category: Roofing subcategory. Undedayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant. ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#1644-R4 Code Iygg Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL06527-R6 Code Ty Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#8527-R7 Code Tvoe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Eggs Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2g Q;g Date Pendina J? Contact Enaineer & License Validated By Validated Submitted FBC Aooroval Anaroved Status Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/272015 05/06/2015 08/02/2015 Approved (541) 826-02W Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01=5 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or ,pig 20 Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/122015 07/302015 Approved (253) 924-4084 (608) 639-1344 j i m.anderson2@weyerhae user.com Structural Composite Lumber or Oriented Strand 03/312017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/312017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity or 20 2gjg Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/312016 1025=16 11/052016 Approved (253) 924-4084 (608) 839-1344 j i m.a nderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/312017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/312017 No Yes WA N/A board Rim Board Oriented Strand Board Rim Board 03/312017 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 Qft Entity or Tvoe Versio Manufacturer Contact Enaineer & License Revision 2014 Powers Steel Inc. Wiliam powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 Subcategory: Products Introduced as a Result of bill@powerssteel.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products �# _ Product Model. Number or Name Product Description 1 PSbox8LT, PSboxBLT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813)645-0166 Page 1 of 1 1/9/2017 I Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/232015 03/30/2015 06232015 Approved QualityAssurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 01272017 No Yes N/A N/A FL#1645-R4 Qft Jypg Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2ata Date Date Pendina pate Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/0612015 06/022015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact 2esian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/012035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#158-R7 Code Entity or 20 Data Date Pendina 20 I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Aooroved Status Revision 2014 CAST-CRETE USA, Inc. Craig Pamno Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/162015 02/24/2015 03/182015 Approved Category. Structural Components (813) 621-4641 (786) 315-2590 Subcategory. Products Introduced as a Result of cparrino@castcrete.00m New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Quality Assurance Approved for Use Approved for Use Impact Desian Seas Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/212016 Yes Yes N/A N/A FL#158-R8 220 Entity or 20 !te Date Pendina 20 I= Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Aoproval Approved status Revision 2014 CAST-CRETE USA, Inc. Crag Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/062016 04/29/2016 05/082016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Aooroved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch vdde lintels 05212017 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-R4 Code Entity Tvoe Versio Manufacturer Contact Enaineer & License Validated By Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-80509 GREENBERG, RE, Subcategory: Products Introduced as a Result of bill@povmrssteal.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Pagel of 1 l/W017 DA112 DaSe Data Pendina Validated Submitted FBC Approval Aooroved Status 03/26/2015 03/232015 03/30/2015 06222015 Approved Quality Assurance Approved for Use Approved for Use Impact Deslan S_ # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes NIA N/A of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. 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