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HomeMy WebLinkAbout6620 Paden Wheel Ste�z& / / U' 1W��( r 4 ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius Refrigerator Abv. Above F.PI. Fireplace Req'd. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Round A.F.F. A. Above Finished Floor FX Fixed Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor F S.F.. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Square B.P. Bypass door Int. Interior S.Y.P.. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik'n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry U Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Ve Dist. Distance M.L. Microlam VTR Venntt through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale WIC Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. Electrical Pc. Piece WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 03/15/12 5.09 BUILDING CODE UPDATE 05/30/14 5.10 CREATED F&G ELEVATIONS 07/30/15 5.11 2015 NEW CODE UPDATE nn E] El El El E:1 E] I Z] r5� Fz_�] El Z1 M 7z� LIE]EI E:1 El E:1 El DE:1E:1E_1F_1E:1D EIFIF-1 LoENNAR�� MODEL F150-2268 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. r, U M'L %) AN✓ CS COVER SHEET 1 FLOOR PLAN 2 ELEVATIONS 2.1 FOAM DETAILS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES 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 Wolf m F yr� `� ) ; ,}gyp[( M1' t. CI TY OF, MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are regtlfrecto review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. (Dr Z m o O _ CD Z Z Q rw-1-M-) IR V1 o.. O In C� N w •U — m w o ~ i2�_ Z:) o o0 U w a) co co c� f0 M — V O .20 s lL 00 Ua) C U)acc O Y aCM u7 �{ 0)Qo A' ®� B ®co N,C,6 ,D,C (O m N � ... 0 3)1 �'t �,S L � .Z. z eCJ .r n & ir \ �LL—vwr. . c(Z"¢ r6 � CEO �"! F'�¢� aO Z un 0 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 CD Z O I� i>U-)M�O M Q U-) 1710 LO 0. cn •2 �r Q L_ LL C" , M oC Q U 00 o0 Q E Z ..� WLU O z u.iu_0 LU ZWGO' U0�V)00 E z>_ Z Q U _F- Q° �¢ ? Z. Z c7zpa gW W D' J I� � 0LO00 U�a O 00 W 2 o Lr) N /1 Lr) LU 11 �unUY11 LL Uwo_� zz 2 °,r)oz WJ -0 w=o�Q oo,U J N oz �zOQ,> a Q N Cn 2 8 LIJ LL>n �Y p� w0 u-zQ< <WEOa2oW 0 �O Ln SO d�WauJ Oz K Qo U_ U u_ LU > O g � _J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. C S i __ d- 0 r r fV MIRROR MASTER BATHROOM BATHROOM MIRROR BATHROOM 2 OPENING AT FOYER (VALUED ELEVATIONS) OPENING AT FOYER I 91 OPENING AT FOYER TOWARDS BEDROOM 4 OPENING AT FAMILY RM. TOWARDS HALLWAY L = W N (��) BLOCKING FOR GRAB BAR TEMP. GL. ENCL. ON 42" HIGH KNWL WIRE SHELF @ +54" F.F. HANSON BOX @ 36" A.F.F. DRYER VENT THRU WALL IGE OF SLAB 2" BEYOND WALL REVISION NOTES 12/17/2009: 1. 2. 3. 4. 5. 6. 7. 8. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. ALL VANITY HEIGHTS ARE 36" A.F.F. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. ALL BATHROOMS HAVE ONE MEDICINE CABINET ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 �D +24.5 / -31.9 DE +23.0 / -25.2 +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET OWK 40 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 20 X 26 18' 2 S.H. 13 20X38$ 182X374 S.H. 14 20X508 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1232 27 1/4 X 26 26 X 25 2 S.H. 2 33 27 1/4 X 38 a N/A S.H. 134 27 a X 50 a N/A S.H. 2 33 N/A 26 x 37 4 S.H. 1234 N/A 26 x 50 S.H. 1235 27 a X 63 26 X 62 1/2 S.H. 236 27 a X 72 26 X 71 1/2 S.H. 22 374X26 362X251/2 S.H. 23 37 4 X 38 g 36'X 37 3/4 S.H. 24 37 4 X 50 s 36 2 X 50 S.H. 25 374X63 362X621/2 S.H. 26 374X72 362X711/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 522' X 251 S.H. 33 54X38$ 522X374 S.H. 34 54 X 50' 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 z S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: Y4=1'-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 classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. 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 2267 S.F. GARAGE 595 S.F. LANAI 153 S.F. ENTRY 23 S.F. TOTAL SQ. FT. 3038 S.F. ENTRY F&G ELEV. 37 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 UI� z 0 — o z N z� Q J 0- ( /) 0 Q) cn w � p •U — w 0 ~ r_V1 0 o 0 C) w H EO co C'(6M N-N — S N O 0, = u- 60 UW Y m 0 WCLo Q 87 L 6) O A 1 NCBDC �9 n...mv` S La IN ®® p e A Ci (A Lo J pp A O �. N s a a �.�� G,.,, LIE-z z ( F m BA BA �'• Z, Z' 0 �i .....� LL ..Q . W FES Q g1111111111 NI ❑ 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 0S) ;� O > Lf) M O M Q U) fU L0 a LLL0 U CL 00 Q z �� W J Oz wLL0 W z H CL W m Z z v�Ecwi,00 P2 z� z Q U o¢QUQa _ w ~ z �aUW0L0 040 W o � O UI—apz0 LU�W J O L0 [V N J O� S w < z wz0 o� �0zmo o°W� 0 ID Z Q) z N Z UO I¢ —a J wU� 0Q¢Q� � N 0 0 ; ¢O a O W WOW Z < W w 2:O ! O r L � L0 z O O � j J A LU Y W u_ U.J> I__z O Z U_ SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 5mll JOB NO: 17-5175 SHEET NO. d T i� T.O.M. F T n nn FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 5.0 12 5.0� �_--- —36" EXTENDED OVERHANG W/ II OPT. BATH DOOR II SEE SS DETAIL M II FOR INFORMATION II II II II 14' RIDGE VENT 4' OFF -RIDGE VENT C_. 35 SH 14' RIDGE VENT 4' OFF -RIDGE VENT 1A3 SH 12 �5.0 12 5.0 TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4" TEXTURED FINISH II II II II II II II II II II -------------- ----------- u 24 SH OPT. 2868 25 SH (2)25 SH T.O.M r HDR_ LEFT ELEVATION SCALE: 1/4" = 1'-0" T.O.M. o 60 F.FL. HDR. TEXTURED FINISH F FL. (2)25 SH 12080 SGD 25 SH REAR ELEVATION SCALE: 1/4" = V-0" 0 (V l F.FL._ T.O.M 6" BAND TYPICAL T.O.M. HDR. SANDED FINISH (2)25 SH { r c 12 5.0� FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) On& MINIM IMIMIMIMIMI El- 1EIMIMIE, I M E - NIL -1 M FRONT ELEVATION — B SCALE: 1/4" = V-0" T.O.M 0 z c7 o O _ z z Q J z O (D Q) N T W M 0 W � ~ o o 0 U W H — 0 Gf0 Cl) E2 :O M O 8 0 = dj U0 s LL � 1 Q m Sao LO L0`T Q O A' N,C,BDC tI1ZcJ� : N cu 0 co §aM sal° �❑ 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 N O a� i--i 4-J p r>-+HMO M Q Lr) f 0_ Ln a N CL ~ M oC U ra 00 z § E� ra W J0 O z wu-0 W 00 c W U�za0 Z a a 0U Q Q =�Zw�-z U Z a k a W age 0" o O2CJ� W N O H a 0 z pp 0�J O Ln N LEA T W r O I o Woo8O z 00 °° o u o z W _0 _ W zcn,���zz 0 zU.JN au, o0652: N Z p09oa Q O W W 0 W z a CaQoo i- �- o ��Oza J Y Q W O O J LL Z > ~ g J Z JO LU SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. 2 ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: 10 #14 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA 1 20DAMP 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE 10 #10-2 copper to WH SPECIFICATIONS FOR THE TYPE 10 #10-3 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER T LOCATION PURPOSES. MAIN 2/0 or 410 SER Alu 200 amp 150 amp � POWER CO. FEEDL I INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 J 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 cc 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 outiests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT -� FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT SWITCH FOR -� DISPOSAL IN CAB. UNDER SINK PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ,1► aFl I I I DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS PENDANT 31 GFI LIGHTS OVER �\ / I ISLAND l' 2'-0" , 2'-0" GFI KITCHEN 2 X 4 FL. OPTIONAL LIGHTING SCALE: Y4"=V-0" /C I( ALT jl AC PAD L— -- J AC PAD DISC. GFI ELECTRICAL PLAN SCALE: Y4"=1'-0" PER SPECS i ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. a , V " z_M 0 z(0 z� Q a. t� O 'znn V Q 'i--) w r 0 O Lt, E O = c%i T o 0 `V C)a)M LLI C r6 co —_ 00 O `oo U 00 Y Qo O < m Q O ' A B D. N C a D C ti N N io N .n 0vrn 0 o d °O o CO z Z W a2mC C, -I z LJ... A/ LL N 0 W LU QW 0 W0)MM z oQ Z N % ono C) m m LL W aaN 2 -' o N C, C O U Y e"I U F_ 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 cV O (1) r-, 1- - 4-J O 4 C) _ M Q U) f0 117 C)- toZ d" L in 0 LL f d ^ [:e U Q *-i Q � ro W Z 0 z wLL0 w0°¢ W Gt �zC)00 IUD a zraQU2: =�ZW - z �gL E_j aaU O,q 00�C0 U = O w N C:)W=z F aQzO LIJ �J O rl L17 N �\ Lf) ujC JU J ji � 000W LUp�HNwm2 �Z z��!z0 NzJL.L. �eF_ aO � N LU N go90 cf' Q oLL O U <QLUoo ^ Lr)CY LL 0 zQ ��QLLJ LU aQ�g z C:) LL U LL LU jLIJ _j J Z n. LLI SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. 3 VENTED SOFFIT 47 SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'* Values to be verified with Manufacturer Specifications) ec ( P ) • RIDGE VENTS 15 SQ. IN. 0 F NET FREE AREA /LINEAR FT. • • • � • • • � ' ' � � • � � • • • • • • • • • � ' '• : ' ' •OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA /UNIT • • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA 0 / SQ. FT. •' '•� ' '• • • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. w 1 (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DE ru CK-AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. 1 **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) •:: + (': •' ' • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT • Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed •'i I • .A A •'J I iCf _a is LL.•:� ��: o ::� ,:: o A V. ZONE-1 �i ATTIC SPACE i 3038 SQ. FT. ' ('• •'� �'. •'J I •'J I'• •'J �'. •'� I•• J I'• ••i ('. •') ENTED SOFFI �'•'•' "•i 16 SQ. FT. .... 0.0 • i i i�: .a (.: :•� ............................................................................... •.. VENTED SOFFIT 5 SQ. FT, VENTED SOFFIT 35 SQ. FT. ROOF PLAN-B_ SCALE: %4=1'-0" ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided required soffit ventilation y Ventilation Ventilation needed required soffit b upper needed ventilators Main 14.0 3.0 Floor 3038 2916 417 1458 104 729 624.0 (Zone 1) 210.0 414.0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 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 O Z co _ o z° z� t>_ z n�n ' w Q w ~ L" o U �� I.— (LO 'O M —0 Ooo .� ILCL L co U � Qo Q C% � Q O 1 N�C�B �D CD to co - C ",M U-N LL rn rn m N Q Q CO LL — L V o mQ �r ,,• � Ali o: h o. 4 V' Q M J To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 zC) � _NI. I > Uz Ln ON CL ILL. ru ) MO M Cn z�� Jo W� J �Z woo wmZ~mod U��cwn00 zrQ��Q =2:zw�z �zow o�o��o UH-apzp O w = LU O � Ln N N rl J Boa w 0 Z 00 �~ZmOO p0w� 0 � N a �z �O0 z N WUf~ 2! Z 8���1-�' w � > Qd p a � I WWOwza O Q ��Wzo ?� Qoo cj�o cn�XOZ¢ O O T� J� Y W I_- (=) �. o W >ogo Z J a � SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION N0. 5oll JOB NO: 17-5175 SHEET NO. 4 O Z co _ o z° z� t>_ z n�n ' w Q w ~ L" o U �� I.— (LO 'O M —0 Ooo .� ILCL L co U � Qo Q C% � Q O 1 N�C�B �D CD to co - C ",M U-N LL rn rn m N Q Q CO LL — L V o mQ �r ,,• � Ali o: h o. 4 V' Q M J To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 zC) � _NI. I > Uz Ln ON CL ILL. ru ) MO M Cn z�� Jo W� J �Z woo wmZ~mod U��cwn00 zrQ��Q =2:zw�z �zow o�o��o UH-apzp O w = LU O � Ln N N rl J Boa w 0 Z 00 �~ZmOO p0w� 0 � N a �z �O0 z N WUf~ 2! Z 8���1-�' w � > Qd p a � I WWOwza O Q ��Wzo ?� Qoo cj�o cn�XOZ¢ O O T� J� Y W I_- (=) �. o W >ogo Z J a � SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION N0. 5oll JOB NO: 17-5175 SHEET NO. 4 1� W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN cWn CONTROL JOINT DETAIL SCALE:1 1/2"=14' CONT REINF. :E FND. FOR JANTITY X25"X25" )RNER BAR ONE R EA. HORIZ. BAR, TYP. J.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=14" 46'-8" 15-4' 1514" 16-0" _ _4'-4" 4'-0" T-10" 3-2" 15'-4" 4'-8" 7-0" 4'-4" 41 I AC PAD I I L A L = -JJ S3 S3 TYP. O. + U.N. 7ALT 7 I • • • • • • • • • AC PAD I I INDICATES FILLED CELL 00 °P IL —J1 I W/3000 PSI CONC. GROUT o L _ �—J I FROM FTR. TO BEAM W/ 1#5 REBAR VERT. I • ABOVE SLAB. TYPICAL N I a I @ ALL PLACES SHOWN r I v o o - - HOOKED FTG. DOWELS 17" r i M U) EMBEDMENT W/ 25" T EXT. ABOVE SLAB "GRADE 40 r- I 4" - • I I • STEEL" i o STEP co �'' 12'-8" DOWN 2 4 " I o I Z-1 /2" 2'-51/4" C.J_ I • I • `? C.J. — ___ ________ L— — --- — — — — — — _ — -- — — ' C — _ �� PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER M ° I I IJ � — _ _��� I S3 I TO MASON'S SCOPE FOR WIDTH (2) #5 VERTICALS n I N r W/IN FILLED CELL O T I 0? � Is 1 ( 0 0 o iI� 4 I II 91. 4'-0" I M — — — — — — V2' MIN. 3000 PSI CONC. SLAB — C.J. I I113 _-3„ o I FOR HERNANDO COUNTY ONLY UI _ V2' MIN. 2500 PSI CONC. SLAB OVER -5" I ( 6 MIL VISQUEEN VAPOR BARRIER 60 N • I I r I 9" o T I 0'-0" ELEV. FIN CONC. SLAB / C — — — — 91-5 I I • I /�//^ 1 o I o _ s3 I �o I • EO TYP. U.N.O. 22'-7 1/16" 6-3 1/2" 17'-9 7/16" I 31_8" I 24'-10" q I 7 —_— I II jI • L_ PROVIDE LINE FOR — I I<— —� — I� I CONDENSATE LINE I _ I CE MAKER I X ---- _ I r- ►----- -� __ _ rl r C.J. STEP o _ _ —• T \C I _° I� co Kzl* I I °' MIN. 1- 3-8'I = C9 nY I I7 BUILDER TO PROVIDIE r PROVIDE 1/2"x9" S 3 WHEN REQUIRED PERTIOFk r, RECESS FOR FRT. DOOR I I M o 0 4 I (O I I TOP OF CONC./ PAVER TO BE LU I 4" BELOW FIN. FLR. F— — — o p I 4„ I (2) #5 VERTICALS C.J. I W/IN FILLED CELL C.J._ W — j — S3 I/RECESS (2) #5 VERTICALS T W/IN FILLED CELL "SEE S-3 FOR RECESS OPT." J q A I L L----- S3 I • YS3 I S3 OR -8"N TYP. I LT.L-- — — --------- -- Is . . . N . di re . 3'-0" T-O" 2'-9" 1'-4" 8'-O„ 2'-0" 16'-0" 2'-0" 12'-8" 4'-8" 9'-4" 20'-0" 46'-8" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 0 r; A1 S3 TYP. U.N.O. zo O1 CV o0 M �0 0 v v 10 I A S3 CO TYP. U.N.O. M - -F Co M FOUNDATION PLAN_ SCALE: %4'=1'-0" O C9 zM 0 — o Z CQ° Z Q Q J CL O V) (D Q) cn w p 'U — .E w OCLI F- Vi = o 0 SO(n ~ U COr, N W ~ E —8 N M C) Cl) M S N 000 L LL. 00 Ly Y n o Q 0 �IQ o A1 ®®_° NC�B �DC XV �, � d a -N :��: .•` oo o Lea N oLZ Z . M �'.. �. Wry.... LL, ;�° r < y Zrn4� C. , G - y C' Z Nr; LL �. LL, CN RON 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 0 n O i>+ M O M Q (0 LIB a. cn•L� Q LL V fl.00) `� Q z WJ C:) O z WLLO W ZF-14a m z Z > W U2:U) 1=z>.zQU zr<UU2: _ z w Z La CL LO O N O o U=OF—wN O F aOZO M ��� O Lf) �1 � Q � z J O LU V W < o o cg Q00 U l- z L_ -0 ZO.0 W OF- w N Z �4�W� L J O S� 2: ASS>�oa O W WOu_za Cr W O QOo /1 w� '-pz¢ O ® J2�YW Q O O LL Z < > 15O z O J 0- LL. SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. 5 I�IIIWiC�fY�irl.d>s��r��Pa!'' �Ii)1�W..1�,)l�ad�l_!:;)aJ�dE�L1�1,IL1,Y�lEIiYV�Y�lrll 46-8" 15'4" 15'4" 16-0" TYP. q U.N.O. L: J1 n n C - n tiny< EJ7 EJ7A EJ7 n G U1 CJ3 CJ3 O 9 CJ5 CJ5 0 r A01 N O (2) A A A ( q A02 N 0 A03 @ 24" O.C. q A04 A A05 TYP U.N.O. a A06 A � 0 TYP A07 U.N.O. A08 \rl A09 0 O 60 M M A S3 _ TYP. 0 9 U.N.O. zo 0 A09 A08 A S3 A07 TYP. U.N.O. = A06 p A11 ? o ;— D03H N O i B01 G 13 G D1 B02 0 1 It eil 5 W a A = - TYP. AT LOW B03 b D1 ROOF ENTR eo SIM. w/ (1) MSTAM36 @ 7 W BASE EA. EN 0 B04 D05 q (2) F 0 06 D04 ' C E I L S4 F.7 BoSB 4 r L THD26 COS T y E07 D1 CJ1A - m O KNEEWALL BY BLDR J3 4 THD26 r C04 N D D1 EJ02 LJUS24 CJ3S CJ3 N TYP. @ 9 HIGH ENTRY EO C J 1�y EJ5 y�6 C W W a 01 N 16" O.C. DROP G BLE ENDS A 1 4 6 C (Z) TYP. S5 D1 D1 AT HIP U.N.O. NP' A U.N.O. CORNER 12'-8" 4'-8" 9'-4" 20'-0" 0 O T UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2,5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H 10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1 /2% 8-10 H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 518" ANCH. /(20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH. I2610dx1-1/2" HTT5 3225 518" ANCH. /(28) 10dx1 -1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1 1165/1070 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1115/1060** — 8- 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 1 Od SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 C INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN B SCALE: Y4'=1'-0" 130MPH ENCLOSED 12 PLY CARRIER x CONT LEDGER (A) OR 2 PLY ;ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 r Z M _ z� z� Q oJ z V) Q) C/") w p 'U — w O i� Vi � 0 o 0 U �� W I-- -E — U M r_ N co E2 M co O a� O O =LLCO U Y U)Qa) o � O v Q rn rnQ o A t N C B D C INA CO b.l �Coe N �Z�o�v ip. �A777^^^LLe� C �• v° W m %L cA f o^ Z °' O F S LL Q A< W N a `''•�P�lk4l J i p! Fil ❑ ❑ 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 O F--d 4-J 0 i> V) M Q Ur) � L0 CL (ri O Ln Q IL �M U fu '-I 00 Q > C fp z > LUJ � d" J Oz w LL 0 wzi-C)C LUMzw � U1-2: 0 ZQi<u < S , k w Z g U J 0 � in CD OF C:) a0Zuj LU O Lr) m �az J J w<°� 0— 'y V) w000� vM �0mOQ L( Wz L °Z0 �o o O O Z w 0 O z O Jl Xa- V G C0 Cry<w20 w WOu_zQ � Z) ' ^ y / LL u_ 0 `� Vp z OO Q J Y w aQ� o LL U. LU z O g z 0 SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5.11 JOB NO: 17-5175 SHEET NO. 6 • �� GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS v v v • • • • • ° ' ° ° ' ° APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL F E F z M 8F8-1B/1T 8F8-OBo/1T O — I O I °dv vav z co TYPE DESIGNATION #5REBARATTOP #5 REBAR AT TOP MINL z MIN. o l • • • • F = FILLED WITH . (1) REQ'D Q 1-1/2" CLEAR Q I GROUT / U =UNFILLED a I 8RF14-1 B/1T 8RF14-OB/1T R=RECESSED c CLEAR q QTY. OF #5 0 REBAR @BOTTOM D Q ° , ; ; R OF LINTEL CAVITY = aC.M.U. p Z O ° <= aW W a C.M.U. — O'B/1T ¢ a `a U, , a`e• `ve• ,`°`• '9 ? da GROUT F=-Uww `\Q o � (�� ® 'N ° •°• QUANTITY OF o' o_ �, O ~ •' tNOMINAL.5 REBAR AT o CO W E #5 REBAR AT a BOTTOM OF ¢ � � o D D ---------- I • • • • • • • • WIDTH O p w U) � #5 REBAR AT BOTTOMLo -------------� TOP LINTEL CAVITY 8F20-OB/1T 8F20-1 B11T 8F16-0B/1T 8F16-1B/1T NOMINA OTTOM Tapp �Q p, dQ AS INDICATED o HEIGHT REINFORCING LL Q 0 0 7-5/8"ACTUAL O U )M O O � PROVIDED IN 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS F. E � � M • o . , ° i • ° (VARIES) STEEL BOXED LINTEL 74— U O o 0 sv n v �s e�•v s° mumco MATERIALS W MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) V U a) o 0 6 ; c 1. fc precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN Y 11 Q � • ° • ° ` ° `_ 2. fc prestressed lintels = 6000 psi. o �r 3. routed per ASTM C476 f = 3000 psi w/ Q rn rn Q o 8RF6-0B/1 T g p g p 1. Refer to manufacturer's specifications for installation. a ° , , , ° , ; . 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L 5. Concrete masonry units (CMU) per ASTM C90 w/ N C B D C minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications. a °. 6. minimRebaper ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. „q Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top B D. ° •°• ° 7. 270 low relaxation. see lintel plan/details for bottom steel required. 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to 6 i • ° • ° 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications N + F � m ° 8F20-1 B-2T • .�'. °• ° • .``�°'� e ''''`=. • • • • GENERAL INSTALLATION NOTES O 8RF22-1 B/1 T ° Provide full mortar head and bed joints. ` o �� 2 e 'So 0 0. °D •, 8F24-OB/1T 8F24-1B/1T 1' O Z � F Z 2. Shore filled lintels as required.' _ O O 3, Installation of lintel must comply with the architectural and/or structural drawings. LINTEL PLAN NOTES . ` ".•� O "•' �' 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate {V ' w %- vertical cell reinforcing and grouting. LU a_ " •°�'v °-'v, `•'. ;•0'. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4"and 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Z a� longer with a nominal height of 8" meet or exceed U180. ° ° °` '° ° '° ° �• 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 2-UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE N m °,? °°"�,� 7- 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. LL Z C,', r r " 8. p v p p ASSUMED TO BE 16" MINIMUM DEPTH. W a °' J° ;', ; Cast -in -place concrete may be provided in composite lintel in lieu of concrete � ® masonry units. w o ID t g 9 Y p 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE `R'/Etj g. 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 LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and coating. THE ELEVATION DRAWINGS belief, the structural plans and specifications contained within these drawings comply with the Florida Building 12.All lintel dimensions shown are "overall"lintel lengths. 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER ( ) esidential. Engineer's signature °> ° °;', . °:'+ . 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) code al Edition r the R ° ° ° loads shoud be checked for combine loadin with the followin a uation: LINTEL HEIGHT. and seal is only for the structural engineering portions of 9 9 q the drawing pages bearing Engineer's signature and seal. Applied vertical load Applied horizontal load `.� eo 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED o` • o` • Safe vertical load Safe horizontal load U10,11%_11 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 8F441B/1T8F400B/1T 8RF400B/1T 8F3216/1T 81F320B/1T 8RF301B/1T 8F28013/1T 81F281B/1T O �J O ® © ® POWER STEEL LINTEL IS AN ADEQUATE O SUBSTITUTION @ ALL LOCATIONS UNLESS > NOTED OTHERWISE AT OPENING LOCATION F a cn fu Ul Cn U fu Q� Z E cv W O W J� O OZ w LL 0 L, Z LU oZoo QaU<zUz x�zwl Z U Z un a W nrgU �o O S O= W N MIN. O p � LU Z O re) � J 5 '-i D1 N N e0'**4N Ln J F" U L <ZU w Z E00> m� o°00 0Z� -a zWz N&2 z (<U-J P UJ ~<2LL ! >oa LUWOu_Z< O a Lu 0 Ce 0 i- � o �aoZ< Lu O O J J Y LU LL a< Z i- u_ MIN. O > I—' z Z 7L z 0 g � F MIN. O SCALE : AS NOTED O PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 5mll JOB NO: 17-5175 LINTEL PLAN SHEET NO. SCALE: /4"=1'-0" L 1 R NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRE TREATED WOOD USECHEMICALS T AT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE R S UH OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS, THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE LYAB E Y STANDING OR WALKING SURFACE. THAN 60 INCHES 1524MM MEASURED VERTICAL ABOVE AN S AC GLAZING IS LESS ( ) 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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 1012AND 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 ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE BE I D LED BY A 0 U S S O RAW NGS TO SIGNED AN SEA FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/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, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (f'c) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS U SUB FLOORING 0 SUCH AS 00 NG AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND R ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 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 siggn which identifies the termite treatment provider for and need re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between final be wall covering and earth grade shall not less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and back -fill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R3181.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - C n rete over our nd mortar along the foundation perimeter �iecfore must be removed exter{or soI treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN U;/IND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES, NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. INA z co a O -o C3 z� Q J z Cn 0 cr) uu 0 LU C = �- o co o 0 �� M V IJ N CMM E` a co - U g O _O O =G a) a) LL 00 1:5 - Urn 0Qo Q rn rn Q o A' N,C,B ,D•C ppG 6F i� •'° _ ° Q ci g 0c, o tli Z � J ray o �e .- Oe . N W u ,c> p,e...N E W ;E1co �5 6 TL Lam, °o � " �eOb� Z v C.° Z N rn � C� /; . , E St Z �tf"11JI1111 UL m 0- QS V Q J NM U 0W O U 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. O O Z N 0 � N z 1>4HMO M C) U) fa L^ 0 < LL CC U Q 00 Z E fa Z W C:)I- J C:)W O Oz wLE0 wmz~4a aw�� ���Zn0O z z Q U z>-QUEQ � _; w z Z C)a W [ aCLUQ U0 o 0 � j:e o U 2 0�5_ w N C:) LU I- a 0 = M w J O � rl N _ Lr) J <OQ azvo LLI 0 z o0 CU.!F-�mS z Cer� 0 ODw� 0 Z LUJ N LU z 0 w U Q0US2: N 2295- C)Q w w O w z Q ¢ o 0 o'X�o ��oz¢ O C)-J J0c�w aa�LL O LL zLL > 0 :5 z � a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE .+++44-++++++++++++++++ ++++++++++++++++++++++++++ +++ ol- [ + + w 15/32" CDX m 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. \++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° k + > FILL CELL STD. 90' HOOK BOND BEAM w 7 a STD. 90° CONT. #5 BAR , CONIT. #5 > HOOK BAR #5 CONT. FROM ]� NDATION JL TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max / . � 4 max. "r 4 __7Clinch 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. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *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 orz20 sinker lateral load. nail each side at bearing. 5'-0" STUB -OUT FOR -' GAS METER O 0 H C G 00 O a _ �o 1'-0" 0 9 ' o LO U 0 2 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR {4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. V% Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 24 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d I 5- d BCl6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sY" 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6 A 1Y," 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 1Y" 8 V-0" 1'-1" 1'-2" 1'-2" 1'-3" V-3" V-7"' 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist V-1" 1!-2" V-2" V-3" V-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" �.---- S pare (ft) V-1 " V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" J241 V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 1'-1" 1'-2" 1'-T' 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'-4" 9'-0" 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 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth 1-JOISTS BUCKETS N.T.S. USP MUC 5/8" 0 THRU BOLT U� MI. R TRUSS 'OP PLATE If 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 NEW SLEEVE THRU STEM- / a ° ° SEE PLAN FOR--'°• ° .. FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS FINISH GRADE �A/C CHASE 4" PVC'__ (2) 45 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE PENETRATION 4- d..d I la I I • ' TT III—.. :..I i.a PLUMBING LINE PVC OR SCH40 SLEEVE a F� ICI ��— SEE FND. PLN. SIZE & REINF. BELOW G GRADE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q 4 d a a —-------- ---- �—as----� d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x T-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a a' e e a P, I-1 I I —III: a a a 1—I I I� � ,T— a SEE FND. PLN. SIZE & REINF. C9 LO M o z0 o _ Z m z Q i2 f � z l/) 0 w � p 0 W E �V) w— m ti i U W ~ E 0M C (CI M Er-2 N U = ai 0 O O =LLo U� C COo-o Y Q LO O 73• CL rn Q o At NCB -D-C B ®® \31 0 N �f ter Wo Lo LL d An llu�° N N) �N T``� Dw�'' � �� N 04". m To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o O N N '—' 4-' O i>+ (n M O M Q L '0 Ln IZ V)z 0 Q (1) — Ln �- � M Ura ,--I z� E� (O W COO ~ W d- J Oz w ii0 W °� ¢ W Ln � U0�cn00 r z >_ z ¢ U z>-QUEQ _ w Z c�zoaw aaU 00Ln O H o � o U = O W N C)~aOZ uJ o M "' O �J rl t\ r� Lr) < w w Op � `J w000a z 00 90Z�mo 0� 0 z C5,L2w: Uo a) z LU 0N ;� I—aJwU� C) Woi- W O u z a cy W 0 O ��Qoo Ln O8wo V,wOwQ {.L l 1 w 0. Y w Q Q 0 0 LL w j Z Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ZZ;TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" Q.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ COMP. SOIL. I III (COMPACTED TO 95% .. I MODIFIED PROCTOR I I iT=1I I —I I I I I ASTM D1557) 7 (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" DECO "FIBERMESH" GRADE "v M _ D 6 MIL VAPOR co BARRIER r OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 JyO.H.D. RECESS z -M M ./. — SEE A/S3 0R J/S6 J -1 � 111 I I II � II 11„ lI II 11' FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--, (2) #5 CONT. ON 3" CHAIRS (TYP.) D —III-III \11L I rl I l (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 T WWF OR FIBERMESH co D O I I III �III�IIITI' - 1I=1 I I 1 I 1=1 11=1 1_ 8„ 1 -1`T .._--- r.. Err- I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3l4"=V-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT 11 @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED a GRADE 00 ° I —III —III —III —III —III 0 0 ° ° III—III—i i i—III—III—III- z I=1II=1I1=1I1=1I1=1I1=11 � g ° p D IIIIII�IIllllllllll11111__II1�11- r —I I L-1 -1 1 i it 1 1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" SCALE: 3/4"=V-0" d 1 GRADE ` =(1) #5 REBAR w/ OPT. 11= I rSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —r r-O.H.D. RECESS n 4 4 I SEE A/S3 0R J/S6 —� LIT--,, I l 11 ,lil, , 111 l llil= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" C. OR 5/8"x10' WEDGE ANCHOR O. A.F.F. @ 24" O.C.) 2'1 ELEV. 4-3 1/2" r3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR 5/" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 1/2"(min.)- 4" 00 `31/2"(min. - 4" I I 1=1 I I =1 I1 IIII=T I P _II I it I I I I 1=1 11=1 11=1 I I I f=1 I I '' (2)#SCONT, l—-11,,,II IIII�IIIII�III...III.'' 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH (2) #5 CONT. --/ 4 I I-1 LI;_4(,I U.N.O. MIN. TYPICAL BEARING WALL a@ STEP SCALE: 3/4"=V-0" 1 /2"(min.)- 4" O S�Cv�E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD, SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N�M�o s (2) ROWS OF 2x BLOCKING @ (1) ROW 2x BLOCKING @ MID HGT. THIRD POINTS 2x STUDS @ 16" O/C f NOTE: FOR WALL HGT. <_ T-6". (2) ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8' THICK EACH. USP SPT22 CONNECTOR 3RD LAYER 1/8" THICK. K.O. BLOCK 2x P.T. PLATE PLATE WASHER TYPICAL 5/8"` EXPANSION BOLT @24 " O.C. SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH r PER MANUF. 0 "' ' J- -0OR #4 REINFORCING BAR ° ° ° _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ _ m ' ° D _ _ ° FINISH GRADE [GRADE 60 MIN. Fy= 6oksi] a it I I —III —III p 11=I 11=I I1=I 25" MIN. LAP [30" MIN. LAP] Q —III—I I —III I III III —I I —I 1= _ W ' I �I 11=I I I I -I D'° 1- I l l 11=I I I=I I I; I' T —T �_ _ w III -III III= — —I 6 MIL VAPOR BARRIER -III III t> D ° i __) I R 1 7/8" 1= 11=1 I=I 11=I I I I (=1 I=' =1 I —I I I 11=, N Z T #5 REINFORCING BAR —III . I I=1 I=1 I -III 11=I I 11- III o I I -I I I=-1 I E 1 11=TI 1= r #5 LAP SPLICE (2) #5 CONT. -I I I -I 11=I 1 I, I 1-1 I FE— I I I � • ' III=III=ITI==11T7=�1 D ° _I I T—II LI 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO —I I _ (TYP.) 8" V-4" 8" 95% MODIFIED PROCTOR ASTM ' �= I I=1 I I-�:2-1=' I I 11- T-T I I I fl=l I 11TI-1 11=� 10 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S 3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH _N SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD M FOR TRUSS _ a AT 24" O.C. MAX. x SEE PLAN FOR CONNECTION INFO ��"' e . ° ' TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN °T — ,-� / P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '-O" _ a CONT. BEAD SEAL4 INTERIOR ° a -31 /2" oL d 9r Cl) EMBEDMENT NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Od 00 Cl) 6 MIL VAPOR _I ('- BARRIER 1-1—I 1 1-1 1 1-1 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN iCONT. BEAD SEALANT 6x6W1.4xW1.4 T WWF OR FIBERMESH Cl) d d a K S3 FOR STRUCTURALII— BEAM SIZE & W 2x4 P.T. CONNECTION INFO co PLATE O.S.B. n 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S„ 6 ,� g _ Eo. MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. Ei W SLAB STEP & RECESS S.G.D. M ow SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER U-0" FIN. FLR./-6l, COMMUNITY SPECS i ■ ■ • aoil MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL \T e MAT REINFORCING. r ' 00 GRADE W — Z w —III—I —III—III—I1=1 w LIJ 0 0 W II I II 11 a� I IIII fill III fl Za I =1 =1 1=1 1=1 1=1 I =1 1=1 1= W III I I —I I—i 1=1—III I l l=1—I 1 FOOTING l l l 11 11 l l� 11 1 1 ,l l-III=III—' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 UI�_ z M O O — O z (O z� Q J z 0 v� .}--d w Q w C i� `%'i � o o Mo � U ti (DM w h E mos cM» N a 'CO, LL00 00 0 ♦ti a)Q O v Q o� rn Q o AI D®;s N. C�B -D�C N �.... 00 �• .e E tLl m � I`I� oUul z •. N co Wv ws 0. 8 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 cV 011-4 �1� H Cn r z M O QU-)-(10pU0 a V) Zn N 0 Ln z fl' M U CL CC) z E z WLU am} V J OZ w 0 Ili Z w m Z z 5 Uoz<zoo z a a U a Q =�?ZF z SW J 0 0 Ce0 U = O �s w N OO ~aOzLU ��J O LP) N � a boa `MJ w w0000 J O O O /••� V Z Z W � o `Z"��z0OZ Q� ^'V l Fa¢JwUI— pa��¢� � N LL�j�p�a (n ' Q wwOu_ZQ �aQoo � Lr) a o Q CO¢aY� J w O � LL a~LL Z LU z Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x612x8 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 I� ��� TONEAILS SPACED DOUBLE 2xTOP V EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 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 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING ---- Z FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/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. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL WENT OR 2ND FLOOR 1/2 MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S11 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT BLOCK NOTCH LINTEL WHERE REQUIRED 7 W/ (1) #5 FOR CONCRETE PLACEMENT / a a11 , a a a a a a 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. O3 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"X91l2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J r W r 0 FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE /-8x8x16 C.M.U. GARAGE DOOR-----__ GARAGE DOOR ROLLER CONNECTION ASSEMBLY ..., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. a SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 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 DOOR STOP v ° � W Q MOLDING "It z a 2x TOP PLATE � GARAGE V 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE t af _ a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 sF A�Npo� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) -� 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '�'-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S s ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING F�ViNG WALLS NOTED WITHOUT UPLIFT �-P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SAa. -USP SPT4 SPT24 2X STUDS @ 24" O.C. A I /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 G (P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 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" 0/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- USP HTA20 @ EA. STUD • LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 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 AB, SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 USP n vor or SPT24 Or Or 14 10c ST Fa J M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT4 SP SPT22 USP SPT4 d a - a 2X8 P.T. BOTTOM P TE\jE:I USP OC SPT24 U£ SF TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP / SPT4 a Q ° as a n 2X8 P.T. BOTTOM PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. V 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) T4 -10d NAILS @ 4" C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. LPLYWOOD 'LYWOOD FASTENED TO TRUSSES ° E SHEATHING NITH 8d COMMON WIRE NAILS @ 4" S4 D/C BOUNDARIES 6" O/C EDGES g 8" O/C FIELD PLYWOOD SHEATHING MASONRY p WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX, (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 C9 z1 a) CD CD z z Q J a Z to U Qw Ow F- , � o 00 �Vi U LU y—E a) Cl) a: co M M — coy 0 8 0 �U-co co U a°i � e U) CD LO0 O V' Qrn 1- CL rnQo A 1 B D. NCBDC e9 • iF O�' thy C G'- C j , ��J LL �, Zap t �r,E�'°.,a P.�� iL Z a y� y W N E-awr O U�+o-�Friscrf"Cj"H N Jptl�Q 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. i O O Z tV 1� 0Ln 1 M O M Q U-) Ln N Ln Q Q e---, ro Q U Q � Z § E . LU o I"f0 W JC) J oZ WU-o WZI-44. U�<V)0O z}Q°za =�?wz ID a _ U o O 2 W N O raozp W�w O Ln Ln Q J "o¢ �J W Se Woowo o=° o �W z W No aoa� QCIDz ��JW� 6 J �i 6 S2w>; a (n O wWou-za <<W2:o Qoo MO J J 0- Y W aa�� 0 U— z 0 z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5011 J06 No: 17-5175 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48 " O.C. 16d NAIL SHEATHING DETAIL @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" 1" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER x ' O.C. (OPTIONAL - SEE A D W/ BLOCKING FOR OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24" O/C O.C. TYPICAL ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING 45°±x 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CROSS BRACE @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL�S5EQUAL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT 2x8 SYP#2 "L" BRACE TO OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER 24" MAX. OF TRUSSES @ EDGES OF SCALE: N.T.S. TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ 3 10d () "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8'-0" O/C. EXTEND LEAST 90% OF @ ; USP 2x4 CROSS BRACE APPROX. �� 8 FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. "T" m MAX. & (2)10d TOE NAILS @ •' AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) RIDGE FASTENED AT �� L' BRACE TO EXTEND 2x4 BLOCKING EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W! ; AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) • 2X6 FRAMED WALL -SEE 10d & 2 10d TOE E NAILS @ EA. END LENGTH (SEE TABLE) �� 48 O.C. SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 7/16" OSB SHEATHING & (2)1 TOE NAILS () �° FROM LEDGER TP 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS 4" O.C. @ ATTACHED W/ 10d EA. END 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 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/(2)16-d TOENAILS 7/16" OSB SHEATHING AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED O.C. FIELD (2) 16d NAILS SINGLE L BRACING DETAIL 6 ATTACHED W/ 10d NAILS "T" 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 x4 "T" ON TOP OF PANEL VLOCKING, SCALE: N.T.S. S5 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH FASTEN WITH 10dx3" @ 4" 0!C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL � �� �� NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL 10dx3" 4" 0/C @ DIAPHRAGM @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36 � BLOCKING @ 48" 0/C "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS 5/8"x 10" BOLT 32" O.C. MINIMUM 6" FROM @ PLATE SPLICES W/ 3/16"x2" 0 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 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7-10dxl 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 rT� TAPCONS. SECTION FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL 2 SECTION 3 SECTION 4 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. r5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. SCISSOR GABLE "T" BRACE `S5 AS PER HIB 91 SCALE: N.T.S. S5 USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS& (4) SDS 114 x 1 1/2" SCREWS REFER TO DETAIL J ON SHEET S5 FOR r X-BRACING, AND TOP r " " CHORD BLOCKING00 00 N - INFORMATION co 11 1/ WOOD TRUSSES 00 00 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF v BOTT. CHORD FOR 4 TRUSS SPANS 40� ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 2x4 L 2 KIN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/CTOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 6@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) l6d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" .r, j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x 'ROSS BRACING 3EE PLAN ) OR OCATIONS 10dx3" 0/C @ TOENAIL 6" 0/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT ..,... ,.., �.. ..........., .. �.., . ... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE Zx6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 0/C TOP CORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED : W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL-/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN z W a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Wu,. ----W LU 0 v 0 o a o o 0 O 2 TrrIz o 4 (D9 T W LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z M 0 0 — o z N z Q z O V) U <n 'N w �U — 0 w CL� o to o 0 CO r U W E a)M 0)m coE— m 2 ch MIN— ° _ N O o0 sU_ao Ua0 a) 0) Y a`� LO O Qo 1 D. N C B-D-C -_mffe H6 OW vf�' S E °° �• o u' �o ,� o �—d in NC j U � 131 N m r"NL" }:+ rL ` � SC � q CJ ��v�V E N [^ 9 L a O mGtf •� A i'0) ds i �`j�r�l�Ililel" ❑�❑ 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. G rj Z 0�1� > M O M a� oLh a � L Q � LL � z >- � M U Q00 Q E Z WJ C:) �Z wU_o LU Z i.— U�fLU U))00 zrQOUg1 a w�z g=�0L0 CL 040 cy a U�a0Z@ O o LLI �� N eo"ON Lr) Q Boa `MMJ W000� Z 00 o ��zmLL 0 W Z ca i Z N LLOZ Qu,— LU J (V fipg- W a� 2� O 9 O a (� w W OLL. Z Q �Q¢Oo o ��O�QZWO J Y aa0 aOLLz � " , " LU > O g z1­4 J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE (NSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX. PROPER INSTALLATION 8" DO NOT DO THIS TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN, DETAILS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"� X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ � 6' O.C. EDGES AND 12" 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED 2X8 (TYP,) O.C. FIELD BLOCK@ SPACING „ 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 /2" DETAIL MASONRY THROUGH 3 1' DETAIL STD. 90 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. WEB 6 y 3/1" x 3 -1/2"r- TAPCON @16" - - Lil METAL SEAT PLATE O.C. & 4" FROM 1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER „ ix 4 1/2 DRYWALL �/� v NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" +2" NOTC @ FIRST COURSE\_USPHGAM10@12-'O,C.vv/4-SDS LONG TAPCONS 2X8 P.T. 2X8 - 1/41 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL 2 COURSES NOTCH WEB AT E BOLTS INTO K.O. BLOCK +5A FIRST BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC LE D CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1 /4" MIN. A -A = 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS USP RT16M W/ NA11 NAILS & 4' x 24' BLOCK HEADER ARCH BLKG. &BUCK (8) (6) TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) a' X 1 a"WEDGE BOLTS [ (1) STRAP = 1225 4, ° 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (2) STRAPS 2450#]) 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. 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 ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACE S W 4 10d NAILS THRU OSB INTO 2 x 8 () PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2)10d NAILS @ 8" O.C. �ERygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + <FNO7y PLYWOOD SHEATHING �II 1-011 51- O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K. PER NAILING SCHEDULE ALL TO SUPPORT ° 1/4" MAX Z-0„ 8„ TRUSS + SOFFIT : ° ° ' ° ® `. ° D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + + 10" ° �� • • a ° • '' 9 H CENTERED W/ � BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r s o • . ° '> IN TOP o 1 X 4 FURRING EACH TRUSS > .' KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 I PROVIDE 2x (3) CONNECTOR �. m - —4 .e I �• MONO FOOTING __ e� to ° PROVIDE x ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EASIDE 12d NAILS SEE LINTEL -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4 " JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUTOUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I e 2 x 8 VERT. BRACES O INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .� ° DIRT • � Z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'4' MAX SEE PLAN 7 PRECAST LINTEL - °.• e STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90r HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL , , 'o 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") a e e, e " �' e • 6,s s� e o s, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" r , INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. se • , �, s ` o •' e,e Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B—B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =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 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 "SQUEEZED W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3 THREAD ROD EPDXIED W/ „ „ SIMPSON SET EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6-0" 5" EMBEDMENT & 3" MIN. O Cn 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 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o i' . x o T LU A REINFORCING AS FOLLOWS: f=I a < c 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p I=I I=1 I I I=I I I=I I I g I=III=III=III=I I I -I I F < Q * PRESS PANEL REINFORCING INTO PLACE. : '<:.`>:-: ° ' `' `'' : ` -'' — - 1=III=III=� I I III=III=III_ ZD — #5X6 EMBEDDED INTO .: ,..a ;.,.' 6„ MIN. LAP SPLICE W/ < , o 's EXISTING FOOTING 2 #5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL .V .......':: REINFORCING PANEL I -III —III— III I I=I a N FILLED CELL SMOOTH. DO NO FURROW. ° o ° =III —III" DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE o. o I I II �� I I- D SET BAR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M p REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 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. COVER EA. WAY A S ECT I 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 SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N,T.S. INSTALLATION OF GLASS BLOCK. O _ z m o 0 _ z° z Q J t� z O to (D <n 4-d w eU — Ow 0:f ~ o Mo U o M w C (a Cl)f6"OM —0 Ooo U_ W UT L U�o Y � O CL A ' B Do NCB D-C �,\���`� 1?> a eco $ $� E d 3 N C3 0 eQ L Z r� a) C? LLW S E S S®e _j,,�`° � ;�dTitllet ijt%�k F— To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O r� 0 >(/)MO M a U i1. cn Q U_ f— C)- .'• o: U ,-H a00 a .� Z CD W J �.o oZ WELo wzl-�a uu0°QwE U 8- U-) 0 Z <UU¢C f-z (DgB -Li aa.0 OV uo O�o�LUo U 2 0 O i- CL fy) O 7'-11 N N r-4 � J Boa �J z 00 W000� ��zmo 0 z o.Wo~ Waoo=o w N �JW°r- >Uj c'V g0g-a� �O>;$~O°~J O 2WOLEz ¢ �W� �aa000 i- L.n N a X '� z 0 0 JoWa J�YI1J z `_ LU E-- z H 0 a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES. CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSSi COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. ---LWOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" T WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ��MWMINIM 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX VVI C--IVu II.,U L.1'11J11 I\V VV YV LU TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.----\ 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB f: PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T.XNX ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGJACK MAX 24" SPAN (EITHER TRUSSES HIP SIDE OR BOTH IF REQ'D) C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"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 @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS FPLATESPFOP BOTTOM CHORD 3 - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR tv MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: 3/4" = V-0" SCALE: 1 /2"= V-0" USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD---,, MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN TOP OF WALL SEE PLAN IF REQ'D USP SPT22 W/- (10) 10d NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS @ SILL MIN. 2X4 P.T. W//"X3"— TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. MIN. 2X4 #2 SYP BASE PLATE W/ 2' ANCHOR BOLTS @ 16" O.C. & 3" FROM EACH END (2) 2x BUCK ATTACHED PER PLAN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" 8 FOR WALL BETWEEN �1 ROOF SYSTEM MIN. (2) 2x4 SPF TOP PLATE USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN (2) 2x8 #2 SYP HEADER W/ 7/16" O.S.B. FLITCH PLATE TRANSOM OPENING ARCHED OR FLAT IF REQ'D IF REQ'D (2) 2x4 SI 2 x 4 SPF aa, VSILL PLA RECESS LINTEL RECESS LINTEL ABOVE DOOR SEE LINTEL PLAN DOOR OPENING USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER (REQ'D IF OPENING LARGER THAN 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. (2) USP MSTAM36 STRAPS CENTERED W/ (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. [NOTE"' IF HEADER IS LESS THAN 8" ABOVE MASONRY WALL CONTRACTOR TO INSTALL MSTAM36 STRAPS TO HEADER & INDICATE LSTA30 STRAPS CAN BE IGNORED] P.T. SILL PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM USP MP34 W/ (12) 8dx1 1/2 NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2x4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION LINTELS AT ENTRY DOOR w/TRANSOM SCALE: 1/2" = V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE I 2x SPF #2 AT 16" O.C. 1, n ? .0 BUILDER FRAME RADIUS TL AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE (2) 2x4 CONT. TOP PLATE HIGH PLAN TRUSS USP SPH4 EACH STUD SEE PLAN HIGH TRUSS SEE PLAN BRG. FOR CONN. EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION USP LSTA18 SEE�PLAN_ STUD LOW TRUSS SEE PLAN BRG. FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARING 13 SCALE: 1/2" = V-0" �, U' M IDz0 4 _o z� z Q a z C/) Ui Q) C 4_j w •U — O w � 0 Vi 0 U O a)co W —00 C) fV co N 'O M Ooo _ 0) U� r00 rw Y U)Co IC) O V Q °a) M Q o A' B D. N-C-B D.0 I f 11 tl�• �• Z • •� �IIIII � o ' / . u_ 1�, WFU) Mc_ c 1L •• m �O o ti►- �m ryli1ltllill\\'\� ❑ ❑ 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 ON Z O N N O z I�i�MO M Q -gyp Ln 113—.L V) Q C U_ Ln fl" OC U rB M 0�0 Q E 3 Z WJ � �z wli0 LL, z In n U8f 00 Z}Q°2:Q i�Zwz z rgpo� Cl LU v�0.0z0 cy=W M k, J O 3: n Ln N /'\ Ln Q J�0¢ `J o`(oQ o 000~aNm2 fu Z z L z W N <u; r —,� N �a� o8Lu 9 (n 0 ujWOu_z< �aaoo LO z z `�a0z< O O Q _ < a- Q�� z O U. F— u- LU L ~ z W SCALE: AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-5175 SHEET NO. D 1 ^' ^ ' " WEATHER ✓E BARRIER & tARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING - SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER L SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING JIT >cm) RED FLASHING 'kPER NTH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER BEFORE FOLDING, SCORE R(ELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SELF -ADHERED FLASHING INSIDE CORNER �Ground� SELF -ADHERED FLASHING SELF -ADHERED FLASHING NoFOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER , Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8 R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED / SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O zmo 0 - o z(0 Z Q In IMI z a c) 0Q) nn/'' u� w t� w O � I- o = c/i o 0 U w a) Cl) C cc co I- E - ° mom O 0 _ a) Ua .0 �co ca �o �a-o Q0) LoQ� rnQo A 1 B ®® N�C� a-D-C ~ N N - N 0 �Iw C, rn VV rI co N O O CN o CC) Z p �Z Wco C:O N L M�Z Ir :� U_ Z LL. LL N ii W��m o W �� � Z 0 -C m �o`� H o~o O O m m i W Q N M �0 ()f Q U O ID El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z fNs1 O a) N 1­4 +'✓ o Z(n �>-+HMO .M LO Q - a- (n • L I- L IIY U CL 00 Q Zro WJ � d- oZ Wu- o W ZI-140_ W m Q W Of 0 Z ¢ 00 oaQo¢Q _ w Z �gS Lu U O40 0 U~aoZ@ M c=W k J O ,--I U) Lr) N J L0 Q Q W J Q Uoa W K Z Y ¢zUUo v000� MM W z NmE H-�Wo fu z , V^/ o r.4 O J WLU N WU� 8LU O N C)LL W W OU_ 0 a <<W�o QOo o "'�x0Z< < O r-1 CL LL Q LL Z LU < � Z O g >> J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5m11 JOB NO: 17-5175 SHEET NO. WP �����....wwu��at uwuus�.r..w.,,uywe�umuuisruuawuwavtulWUW��wuaea� �s��uuau wuwssi i uu:uwwayin�aawuinwW aawraAYW1®tl�ad�„�� MMU4`R,1._i1.1ILL;u1„i'a uNYn�uuuWaltllrltl "���a�••• �'"••e " fYYi9!-111d"1811,Lllll,_l_IL:I IVY' wi auuwu�ar uuuWlL ll lYlumylWlWlelll P[�N.P_:1LMIIIK =uiN •..3YI IWNu1W�11� USP Stock No. Florida Statewide Product Approval No. Evaluation Report Basis Simpson Stock No. Florida Statewide Product Approval No. Evaluation Report Basis A3 FL17244.1 ESR-3455 A23 FL10446.2 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 Fl_10655.29 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 HGAMIOKT 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 HTS 16 FL 10456,22 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 FL1t)655.94 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-2549 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 ESR3445 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 FL10$52.4 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-2105 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 LTTI31 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 MPS 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-3458 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-2705 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 FL10456.1 t ESR-2613 RT4 FL17236.11 ESR-344$ 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 SPZ FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP$ FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTS 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 HD08-SDS3 FL10441.1 ESR-2330 TH0410 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 9B-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 420/430 FL15332.4 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors WS ($X7) FL15279.37 +30.0/-32.0 psf 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 Doers FL11537.1 N/A (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 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 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 1550/1570 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 Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 NIA 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 90D FL7849.24 - FL7849.26 NIA 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 N/A 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 Prod. 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 !Level Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A 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 tJ ^Q) W s ca o N -� a) CL o 0 2 Co 0 0 2 = N CIOo O U% 0 .Cn a) In O 0_ vJ Q Z Z W J W c ' CIO > 0 CD 0 0_ Q U 0 L� W U m I- 0 L W z _I z J F1 SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9P2017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval 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 rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quota and &quota Benchmark 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, &q uot; Construction 6/8 and 810 Opaque and Glazed Steel Door wth 12/31/2021 No Yes No N/A Series&quota and &quot,Benchmark by Therma-Tru&quot; Transoms. With and withoutSidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity or Type Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#16279-R4 Products Page 1 of 1 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status Gary Pfuehler 06/12/2015 03/19/2015 06/2112015 Quality Assurance Approved for Use Approved for Use Impact Desian Seq # 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) 0512112028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WNDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W13-09 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 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 167, 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 1/9/2017 FL#15288-R2 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven 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@mivvd.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 Sea # 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 12/31/2017 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 12/31/2017 No Yes No N/A SLIDER FL#13192-R4 Code Type Versio Manufacturer Revision 2014 James Hardie Building Products, Inc. Category: Panel Walls SubCategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192-R4 Products Sea# Prod uct Model, Num ber or Nam e 1 Cemplank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer&License Pingsheng Zhu Ronald I. Ogavva (909)349-2927 PE-24121 pi ngsheng.zh u@ja mesh ar die.com Product Description fiber -cement lap siding fiber -cement lap siding Validated By John Southard, P.E. (352) 367-2526 Page 1 of 2 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 08126/2015 08/17/2015 09/07/2015 10/16/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2018 Yes Yes N/A NIA 01/01/2018 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 FL#15000-R2 Code Entity o Da o Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated 8v Validated Submitted FBC Approval Approved Status 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@rwbidgconsultants. Compliance Method: Evaluation Report from a oom Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quot;Smocth-Star&quota 68#K39,8 &quot;Non-Impact&quot; Opaque Fiberglass 12/3112018 Yes Yes No NIA Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) FL#11537-R6 Code Tvpe Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL#11537-R6 Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Nelson Kraschel UL LLC (641) 423-1334 nelson. kraschel@doorg ro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/10/2017 Date Date 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 12/31/2017 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 Pagel of 3 1/9/2017 FL#15278-R4 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger 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 bsitlinger@miwd.com Compliance 'Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN FL#15272-R1 Code Type Versio Manufacturer Revision 2014 Alside Category: Panel Walls SubCategory: Soffits Compliance' Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15272-R1 Products Sea# Product Model. Number or Product Model. Number or Name 1 a. &quot;2T&quot; Soffit 2 b. &quot;Alliance T4&quota Soffit Quality Assurance Approved for Use Approved for Use Impact Design 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 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9R017 Entityor Date Date Date Pending Date _ t Engineer & License Validated By Validated Submitted FBC Approval Approved Status Contact p 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 (330) 922-2389 PE-43409 (813) 767-6555 nthompson@alside.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ProductContract Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Seq # 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 F L#15217-R4 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single 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 Tvpe 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 Type 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-R70 Products Se # � Product Model. Number or Na r e_ m 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quota SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quota SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;z96&quota Pagel of 2 1/9/2017 Quality Assurance Approved for Use Approved for Use Impact Design 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 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@miwd.com Product Description 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 881/8X72 Validated By Steven M. Urich, PE (717)317-8454 Pagel of 2 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design 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 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@mWd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design p p � tL Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity or Date t1L Date Date Pending Date Contact Engineer & License Validated Validated t v 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 Resista nt Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes NIA N/A architectural asphalt roof shingles N N C U Q O O L_ C -0 O 0 U) N -0 ca U O co _-_ U) 0 2 Q i` D � O O CCi I,LICU "- � ICU /� E IL. (3) O L 13. co� .� ��o/� VJ CL Q Z Z LU J 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 Versio 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 Sea # Product Model. Number or Name 1 RV10 FL#7849-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 Sea # Product Model, Number or Name 13 Saxony 700 - Shake, Slate &amp, Split Shake 14 Saxony 900 - Country Slate Shake &am ; Slate ax n n Y rY R 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#121 Code Tvpe Versio Manufacturer Revision 2014 Country Town and Count Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Made], Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quot,Safety Edge&quot; Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Pagel 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 NIA N/A FL It. 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 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBCApproval 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@flamco.com Quality Assurance Approved for Use Approved for Use Impact 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 - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Pagel of 3 1/92017 Date Date Date Pending 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 N/A N/A 12/31/2018 No Yes N/A 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 N/A N/A 12/31/2018 No Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/920V Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved 954 4 93-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quota 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 Non -Pert) 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 12/312018 No Yes Yes N/A 12/3l/2018 No Yes Yes +54/-54 12/31/2018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO Code Tvpe Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Reportfrom 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-R1 Products Sea # Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174, :PRO Vent PR04-N FL#15076-R3 Code Tvpe 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 PaneIs/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 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-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ 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 Sea # 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 f of 1 2/62017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertek Testing Services NA, Intertek 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 1 1/102017 Entity or Date Date Date Pending Date Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/0112015 G511012015 06/22/2015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.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 1/92017 Entity or Date Date Date Pending Date Contact Enaineer&License Validated By Validated Submitted FBCApproval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Im paCt Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3l/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. Entity or Date Date Date Pending Date Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status TimRobinsonalter A. Tillit Jr. P.E. Rob n John W. Knezevich PE 12/21/2016 12/21/2016 , Validated (954)689-7545 PE-44167 (954)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 Corrugated Galvanized Steel Storm Panels retained 12131/2017 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. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1/92017 Entity o Date Date Date Pending Date n r Engineer & License Validated Validated Submitted FBC Approval Approved Status Contact a h ted By �_ _ Mike Barbieri Frank L. Bennardo, RE 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 mikeb@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 12/3112017 No Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 Code Entity or Type Versio Manufacturer Contact Engineer & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 SubCategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect Ora Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model. Number or Name Product Description 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39;, 5&#39;, 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quot;Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, Tile&quot; 88#K39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, for Shingles&quot; 8&939;, 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 O&#39;Hagin&#391s Cloaked Vent Tile FL#15088-R1 Code Tvpe 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-R5 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 Validated By Steven M. Urich, PE (717) 317-8454 Pagel of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2019 No Yes No N/A 12/3l/2019 No Yes No N/A 12/31/2019 No Yes No N/A 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 Pending Date Contact Engineer & 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 1192017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted 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 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design p p 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 Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity o _Date Date _ Date Pending Date e Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Stuart Lewis ]CC 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 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Metal Connector Plate 12131/2020 Yes Yes N/A N/A Cll to O-� L Q O o C�— .� U (L)U (35 =3 Co O Chi N 0 L_ 0 W CU C Li— y— O Co � W L 0 � 0 c— Ca .� �'^� V J Q Z Z W J O U �J W V O O L 0— O L_ C 0 n' ''W^^ LN V! /�� W V Q VL CIO Q z J Z Q J d SHEET NO. PA 1.2 FL#2197-R5 Code Type Versio Manufacturer Revision 2014 MiTekIindustries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Tvpe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-RB Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJ1230 4 TJ1360 5 TJ1560 6 TJI/560D FL#1774-R4 Code Type Versio Manufacturer Revision 2014 Commercial Concrete Products, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida. Registered Architect or a Licensed Florida Professional Engineer FL #1774-R4 Products Sea # Product Model. Number or Name 1 Quality Precast or Commercial Concrete Products FL#5259-R26 Code Tvpe 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 Sea # Product Model. Number or Name 1 Polyglass Roof Underlayments Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Servioe, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/3112017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12012017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 Yes Yes NIA N/A 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/1212015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j im.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A Prefabricated Wood kjoist 03/3112017 No Yes N/A NIA Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License RobertGillis THUYH.HUYNH (813)659-3707 PE-60122 precastgator@yahoo.com Product Description Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved t Assurance Approved for Use Approved for Use Impact Design Quali v p r. Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 8/162017 Product Approval Application Detail Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 03/22/2017 06/13/2017 Approved (570) 384-1230 PE-59166 (954) 772-6224 jakins@polyg lass. com Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underlalyments 04/24/2018 No Yes N/A +N/A/-622.5 Code Version: 2014 FL #: ALL Application Type: ALL Product Manufacturer: POLYGLASS USA Category: Roofing Subcategory: Underlayments 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 Type 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 FL#6527-R6 Code Tvpe 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#6527-R7 Code Tvpe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim'Board FL#5450-R5 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seq # Product Model. Number or Name 1 PSbox8LT, PSbox8LT(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Product Description Laminated Veneer Lumber Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2035 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 Entily or Date Date Date Pending Date 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 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m. a n d e rso n 2@we ye rh ae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 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 Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 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 Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License william powers Steven W. Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description 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 1/92017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/27/2017 No Yes N/A N/A FL#1645-R4 Code Type 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 FL#158-R7 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Sea # Product Model, Number or Name 1 High Strength Concrete Lintels FL#158-R8 Code TVDe Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Sea # Product Model. Number or Name 1 High Strength Concrete Lintels FL#ll383-R4 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Sea # Product Model. Number or Name 1 PowerBOXB Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Enaineer &License ValidatedValidated B Validated. Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Date Date Date Pendina Date Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/1812015 Approved (813) 621-4641 (786)315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2017 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 William powers Steven Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813)645-0166 Pagel of 1 1/92017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A N/A N CU U) •0 Ca >CL N -� U CD_ O .� Ca U N n U Cv OL CZ U C6 'i= Cn i= Q U O O C U_ O > • "� (3)L.. E—= O O CU .� �`/ VJ�^� Q Q 0 U (D If rli V ) 0 O L U co lO .i...r cn^�^++ i rWr� V! V MCz W Q V w z W z J z Q J a SHEET NO. PA 1.3 3 �vo p� �I'I u i�I LEr^� 0 I�sb Ff--