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6592 Paden Wheel St
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS r7lDo00ao0 [71 El El El L] El El E:I DOM DODO F ABBREVIATIONS 0000000 E_11:771 A.B. Anchor Bolt Abv. Above • A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished w A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifold Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Floor Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal Red. Ref. Req d. Rm. Rnd. R/SH SD. S.F. Sh. SHT S.L. S.P.F. Sq. S.Y.P. Temp. Thik n. T.O.B. T.O.M. T.O.P. Trans. TYp• UCL U.N.O. Vg Vert. V.L. VTR W W/ W/C W.A. Wd WP Radius Refrigerator Required Room Round Rod and Shelf Smoke Detector Square Ft. Shelves Sheet Side Lights Spruce Pine Fir Square Southern Yellow Pine Tempered Thicken Top of Block Top of Masonry Top of Plate Transom Window Typical Under Cabinet Lighting Unless Noted Otherwise Vanity Base Vertical Versalam Vent through Roof Washer With Water Closet Wedge Anchor Wood Water Proof ALL WORK SHALL COMPLY WITH PREVAII_!Ap7 CODES FLORIDA RUiLDING CODE, NATiGNgi. ;.;?�:TPICCODE ,AND CITY OF 2EpHYRHILLS ORDINANCES REVIEW DATE)RHILL Ext. Exterior P.L. Parallam CITY OF ZEPH Exp. Expansion F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation PLF Pounds per linear foot Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room PLAN EXAMINER_, f,.l MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 09/10/09 1.00 NEW BASE PLAN THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 06/25/10 1.01 ADD WALLS BTWN FAM. & DIN. IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 07/14/10 1.02 REVISE G BTH SHOWER 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 09/14/10 1.03 ENLARGE KITCHEN ISLAND Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 11/23/10 1.04 CREATE_ NEW "C" ELEVATION 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 04/07/11 1.05 FIELD WALK CHANGES 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 09/06/11 2.05 VALUE ENGINEERING REVIEW ur t"eIeat(407)nformation f°u -23d in 3imhese plansely.N be directed t° ill 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. 03/02/12 3.05 BUILDING CODE UPDATE Payments will be made in accordance to the terms of the 09/24/15 3.06 2015 NEW CODE UPDATE agreement. O P� T (D M O O —0 Z N 4Q � Q J 0 (n CD �N w M p 'U - OLLJ E 0 0 �� ~ 0 di ti U LU ~ E 0 0 c )) cto M 1 :,0 N — = cii y 020 �U_ c000 UO°�i C Coco Y Q m to O V Q O Al N C B D C Zo a4a ., , 3m, ,„ • mQ w `.. ��'e s dam, `JYO Z ca ER LL Z L W 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) o� 1,0 �O (n �M (j to Ln tn vi o Q W 2 Ln ZsZ �3Q� Q 00 E Z W J �t- oZ WZ�o W Co ZW UI-g�0 U O Z Q p a Z } V 4 2�ZwZ �g°bW 00 �a�=?�8o °=osWN o ~a..OZ@ LU�W CD t\ In N Ln W000� 0 Q W �oZ�o z W = W ZaaZ00 zCL LU o2>�La /f1 V� ,fir/ J LLQI."QL] T..7 W W0LLOZQ oi- °o�Z O > WOOXI- o Uza " z .. � �-- D z g z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. C S C? 60 �0 BATHROOM 3 OPENING AT FAMILY RM. TOWARDS DINING RM. MASTER BATHROOM 9 MIRROR TOWELBAR CD H t BATHROOM 2 VENEER KEY PLAN SCALE: 1/8 "=1'-0" _r U) LO N ----------------- DEN OPTION SCALE: Y4"= 1 '-0" A/C PAD T-0" 1) 25 SH 12'-8" 25 SH 25 SH REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS - 2X6 #2 SYP W/ 1/2" <e>(2) FILITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 1 3/4" X 11 114 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4"' LVL 2.OE Fb=2950 2 - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 / -31.9 l(E) 1 +23.0 -25.2 l(nj +23.0 / -28.9 G SEE SN SHEET H SEE SN SHEET a H NOTE: TND SPEE�D INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE 1 � P2�p WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 1 X 25 2 S.H. 13 20 X 38 18 12 X 37 4 S.H. 14 20 X 50 58 18 2' X 50 S.H. 15 20 X 63 18 2'X 62 2 S.H. 16 20 X 72 18 2' X 71 2 S.H. 1232 27 1/4 X 26 26 X 25 21 S.H. 1333 27 1/4 X 38 8a NIA S.H. i 34 27 14 X 50 N/A S.H. 133 2 N/A 26 x 37 3 4 S.H. 1234 N/A 26 x 50 S.H. 1 ,35 27 41 X 63 26 X 62 1/2 S. H. 1236 27 41 X 72 26 X 71 1/2 S. H. 22 37 3 4 X 2 6 36 12 X 25 1/2 S. H. 23 37 34 X 38 8 36 1 X 37 3/4 2 S.H. 24 37 4a X 50 58 36 2' X 50 S.H. 25 37 2 X 63 4 36 'X 62 112 2 S.H. 26 37 34 X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 12 WIDE S.H. 32 54 X 26 52 2' X 25 21 S. H. 33 54 X 38 a8 52 12 X 37 3 4 S.H. 34 54 X50 5 8 52 1 X 50 2 S. H. 35 54 X 63 522' X 62 1 2 S. H. 36 54 X 72 52 21 X 71 2' S. H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: )/4"=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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 112" 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 112" 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. M1 507.2 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 rocms 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. WALLLEGEND I I I I Ij MASONRY HGT. @ 9'4"A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 2421 S.F. GARAGE 574 S.F. LANAI 108 S.F. ENTRY 132 S.F. TOTAL SQ. FT. 3235 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-1 1/R-1 3 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 LO z CO Ul) (D Z Q) C-f) 4--) Lij U 0 Lij V) CLI l E 0 to 0 cl) 00 F- Ei I_ C14 Lij E 0 r MV) cu -0 ce) 04 0 0'r- 0,0 _17 CD u_ 00 -00 W 05 a8 ? < 00) 10, 9< 6 IN-C-]3 D C Co E 4 CID 61 ;z 6,26� ZOO,- - L,- cc LU j v A A 1C',,-,V L Z t4 .�N < r-Z ', 'g' L 14 W To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. C) z r%j 0 cu r-, P-4 4-J C) V) =1 t.0 zU-) > C:) a CU Ln CL in U" q<7 z U_ , ro ce3_ M,_1 < 00 E z § z LU C:) W z LU LL 0 LU Z l- V) JL UJ z 0� (-) LVU, 3 0 g,0>.z<0 0 (L l_ zz9z = - LU Z a ul 00 U 0 Lo =1 U 0 0 U 0� 0 0 LU CN 0 z @ z M LH 0 Ln CII-i _j _j LU Se ce U) z U 0 LLJ 0 0 0 W C) < j< U Uj 0 I.- 0 Z LL Z=) CL Lu CY "X 0 Qj z LU 0 2! 2 02 �u g ui 0 U_ z < X 0 00 r*4 CY V) U) LL z C,e 0 C) In _j z < <13. c) f 0 < z . . . 0 LU > 0 z :5 z III _j LL_ SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. Tn RA I Tnnn FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 7RIDGE VENT 12 5.9 4' OFF -RIDGE VENT �-4' OFF -RIDGE VENT TEXTURED FINISH L Ali — op N 25 SH 25 SH 25 SH FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 5.91 F=--] = F=7 71 ED =====E]E= = M MI = ==E]L] E-1 L-1 = LEFT ELEVATION 12 15.9 M ��� , III,✓ DECO-J STUCCO SHUTTERS 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR 3068 W/ 36"x15" 35 SH TRANSOM ABV. WAINSCOT MATERIAL WRAPS PER SPEC. ALL TRIM LINES CORNER 24" UNLESS ARE SCORED OTHERWISE NOTED. FRONT FLFVATION - A SCALE: 1/4" = V-0" T.O. HDR. TO RA ON (D �_ z M O O - O z� z� O Q) - w M p �V — OLU o o 0 U N M w H E — $ all 0) f0 tCl) t`0 a M O 2a = O U ( a LL CO 7 co OYi:� Y Q rn to 0 : Q O A B D. N C B D C Xc, N_ �j Z 11X° Co Z s4® =r4 N GV r` 6�3 NN-0-4,, " W` > ) Ca na.ae� W /.n 1 To the best of the Engineer's kfil��rf�od , and belief, the structural plans and speciticat'i ns 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 0 Z� O CU n l� -�-' O V) i>-i M 0 M Q M Ln Q LL Q /1 + V 0C. C I Q C z LULU J oz W�0 wzl_(CA w0OZZ U 8 Z' N 0 0 �zrzQU z a Q a Q wZ =�?� C9zpaw �O a° S 8o N �� oz �J O LP) cV N Ln � J LU W Q Z U In -0 z �ow co U- oz o0.wowt- Z _ Z CY w z 0 0 ai W g� w u Zww0U-zQ T� �paOaa zaz¢ O c� QOw a~�. z �N LLJ • �— .. w Z > 0 g J H _ a W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. 2 s General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 7' RIDGE VENT ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. 12 5.9 "ELECTRICAL SPECIFICATION NOTES" FIBERGLASS SHINGLE OR ELECTRICAL CONTRACTOR MUST VERIFY WITH CONCRETE TILE PER THE SPECIFICATIONS FOR THE TYPE OF FIXTURE COMMUNITY SPEC (SEE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR STRUCT.) LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C - — _ 926 and ASTM C 1063. F= _ R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. -= R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three — _ = coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. T.O.M. T.O.M R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include HDR. OFF-RIDGa water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2'-0" 2'-0" TEXTURED FINISH O UI 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. POWER CO, FEED INTERSYSTEM BONDING TERMINATION PER _71 NEC 08, 250.94 200A INDOOR PANEL CENTER WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC, Dipper to lights & outlets 3pper to 20 amp ckts copper to WH copper to Dryer : Alu ------------- ---------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine, Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I lz� FI#F Ow.p. $3 ?4 $R +P.C. , V, rD-] FC-H] El FTV1 FTV 2 </ E73 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKEICARBON 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 W1 ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 3" VTR 2" VTR BL. CIO k� �l KITCHEN ISINK SINK W/ STUDOR 2" VTR I 1 .1 1 1 1 3" — WC I 2' 3" TLIB 3" SINK 3" SHWR r- , 1 1 2" 3" —1 1— 1.5" VTR TUB WC 1 2' 1 1 3" 1 3" 1 SINK 3" HANSON BOX WC TUB 4" PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 111117 .7. GP .7. GFI 2 X4 FL. DEDICATED RECEPTACLE FOR -,.@I MICROWAVE RANGE GFII 2 X4 FL. HOOD PER SPECS :7 GFI SWITCH FOR DISPOSAL — UNDER CNTR TOP PENDANT LIGHTS OVER ISLAND OPTIONAL LIGHTING SCALE: Y4"=V-0" 4" ALT. I A/C I PAD I L Z 0 rr Lu Lu LL _r 12� F_ LIJ A/C PAD DISCONNECT WID GFI P-10 r-r_m w_- ._1 SPECS 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. ELECTRICAL PLAN SCALE: Y4"=T-10" 0 LO Z m Z (D Z 0— Z V) (D (1) C-n 4-J, LU 0 U 0 LLJ E 0 W co V) M .2 CD C14 C) LU CD CI) 0) co cc M E 0 0 -0 cl) 0 T: C14 20 = ILL 00 1:5 - 00 00) (on fz- 8 < 00) <CL BD N-C-B D-C !�2 LO M (.0 Lo LO r— CR - Cj C'j 00 Z Z W 60 a? ro U 1.. 01 Ix 'C", N LLI LIJ LU a LL W 0 -rm Zj3 �t 0 -L- 9 W 04 to 2 -M LL Z Z -1 Lu 40 NE 0 M _j r_ It LO 6 0 IX LU (if 6 CQ El E]I Tothe bestofthe Engineer's knowledge, information,and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z 17.4 0 CU r4, �11 4-J C:) Ul %D C:) > r') -4 C:) 0 N Z < 1`0 Ln CAI 0 a) — Ln - LL Z 3- CL 00 < - N-0 Z�:E Z Uj C:) W _j C:) 0 W 02 Z LU LL Lu Z Lu M j Lu U F- U) in 0 0 Z 0 fL Z U X I =-- Z LZ, Z Z 0 rL: Lq Lu 00 0 to U C) 8 Ce CD =2 LU N CD �_Rcz@ Z 1170 Lq CD Ln r1*4 0;� Lu i_- W;% �he Z U LU 0 0 0 c) U UJ 0 F_ 0 Z U- Z Z - 2,: 0 rr CY-- Z Z LU UJI a 0 0 U > _3 Lu '711 UJ 0 u- Z Z 0 < < < 0 >- oo r*4 Cy u n"Z� 0 re) _j a. 0- �< X C:) r-4 0 < Z .. .. Lu LU > 0 Z _j :� Z LLJ SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. 3 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - slues to be verified with Manufacturer Specifications) • RIDGE VENTS 15 0 IN. SQ . F NET FREE AREA /LINEAR FT. • OFF RIDGE VENTS 8 S 13 Q. IN. OF NET FREE AREA /UNIT . ........................................................................................................................ .. ......... ... ........................... .......... ...: • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 1 *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: :: VENTEDSOFFIT 50 SQ. FT. • "' • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN, OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of peck -Air Needed) �:�� • • • • �: • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT .'j • �•� **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed ZONE-1 �A ATTIC SPACE r: •'>. ..� •'j 3235 SQ. FT. �•. 7.7 LL. A � n t'• � LL LL- O �•� `�• O Cn w F— ,;:j �':. �LU '7.7 %J r A o-i .'J r:: r�: {': ATTIC VENTILATION CALCULATIONS -A �.: a r:: .' �•. �•: '�� `'. .' �•: .'� A �.� •'� :•j •.� .'� :•� .'j - ��: - ROOF PLAN-A VENTED SOFFIT 59 SQ. FT. SCALE: %4"=1'-0" ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) zM 00 z� z� Q J Z O W i 50' 0" •OTWHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 19'-0" 12'-8" 18'-4" BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL - T-O" 6'-10" 3'-10" 1 -4" '-0" 3'-10" 4'-4" 4'-4" 3'-10" 1'-O' NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH =' ` •' `, • `- #5 CONT REINF. . SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE SEE FND. FOR TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL '' ''' "•- QUANTITY POISONING W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 ,';: - #5 X 25" X 25" TYP. A U.N.O. S3 L OR FIBERMESH SLAB THICKNESS �" �" _•`" - ', ' �" CORNER BAR ONE S3 REINF. SEE PLAN. WHERE SHOWN ON - - , - FOR EA. HORIZ. TYP. FOUNDATION PLAN _•"�•��.• '`. _�-•='"•' `;: �::�.:•: REBAR,TYP. • • • • _ - - - - - - - - - - - • • • • • • • .- U.N.O. - �/ p 1� / 0 1 fo I 0 1 1 x zo I o I -' TYP. CORNER BAR �� I • • 3'-4" 9'-4" CONTROL JOINT DETAIL PLAN DETAIL I CI----- --� - - - I-� I � (2) #5 VERTICALS I „- , SCALE:1 112 0 , „ SCALE: 1112 „- -1 0 82 -1 G 3'-3" 2 -9 1 \ \ W/IN FILLED CELL 1 • S3 I \ 4 STEP 1 1 I I COF. C.J. \ DOWN MIN. I C J \ - - - - -I N D 1 C-ATES FTEEED- E Lt iv \ W/3000 PSI CONC. GROUT - �o I I--- -- -- ---- J FROM FTR. TO BEA M S3I M I W/ 1#5 REBAR VERT. 1 ABOVE SLAB. TYPICAL 1 PROVIDE 1-1/2" RECESS S3 @ ALL PLACES SHOWN • I I FOR SGD DOOR. REFER HOOKED FTG. DOWELS 17" I TO MASON'S SCOPE EMBEDMENT W/ 25" I I I N FOR WIDTH ABOVE SLAB "GRADE 40 I q o IEXT. STEEL" S3 co I I I TYP. _ • I Igo 1 I I U.N.O. oo 12'-6" I co iv 1 3%2" MIN. 3000 PSI CONC. SLAB 1 FOR HERNANDO COUNTY ONLY J 3/26 2500 PSI NC. SLAB OVER • n 1 MIIL VISQUEENOVAPOR BARRIER • - C•J- b i I r�✓�� I 0'-0" ELEV. I III FIN CONC. SLAB 00 1 I II�J�III I I • I I I LL- JJ I Cti o II GG r N 1 - -; U 1 • LO o r I S3 I U C) c7 I E 2'-0' T-11" 2,_8, o b I • -_ _ - - - - - - PROVIDE LINE - CID - / + FOR ICE MAKER 8, 3„ ° �) 0 0 ___ III III III �J I III 12'-6" 8'-2" co _ �,�,—�— \\ ;• \ o 80 CID co coo 1 I co 1 J 2'-O" x 2'-O" X 1'-O" — — Cl) \ \\\ 1 /I co • W/(3)#5sE.W. I I _' I--� j� I• I_'1� - - —�-- - - C - - .J. - - - -------- - _ — ., A 1 I I I I• T s319 I I zo TYP. GG a' I o U.N.O. I I S3 1 I i_ 1 I I• • I _ 1 - I I K 80 I o I - I S3 r q -I I I = 1 LC> coCD —1---- -- -----------------� - � • „ I � I C � STEP S3 I DOWN I PROVIDE 1l2" x 9" C A 1 - • @ FOUNDATION MIN, RECESS FOR FRT. DOOR S3 1 I TYP. I I ONLY @FOUNDATIO ----------_-- -- U.N.O_-- T -_ J ONLY o I i • • • • • w • I w 0 2'" 4'-0" 6'-10" 52" 3'-8" - I Cn � o - - - - C.J. 1 in -I- - 1 2'-6" x 2'-6" x 1'-0" 2'-6" x 2'-6" x 1'-0" 1 W/ (3) #5's E.W. 1 W/ (3) #5's E.W. N s3 z i• — — — — — — --- I ---- — — — TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L 1 I • 1 I I S3 1 1 TYP. (2) #5 VERTICALS 1 • W/IN FILLED CELL J 1 80 o S3 S-3 FOR 8„ YS3f'SEE 1 OPT." "SEE S-3 FOR 7 7 - - - JECESS _ � _ + i RECESS OPT. „ --------- - - - - - - - - 1 .. • 2'-0" 15'-4" 1 _4 8'-0" 1 v_4" 9'-8" 1 4" 9'_8" 1 4" FOUNDATION PLAN- 11 11 50'-01111 SCALE: 14"=1'-0" lir 0 (D z to Z CO z� Q J z O t1•) 0 Q) cn w U — w O Ct = F- y Mm� �� o0 U w L �M C� (c Cl) N co — 8 O oa rEL00 U(D L" (0ao d < 0 La 0 T o`ri ¢ o A1 B ® N�C�E�D�C ' ® :5 CO U') N�r°'< Z•� fx E W M1Q 6, u 1U,a��r c '"u Q C� 7,4�yt- Z � , K� � C) y IN WLL }° + '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. 0 z� O� H O z M QU-)-gypLn v) 0 Ln Q " LL a \� U n. C)o z� � WLU oZ WLLo W Z F— LU m Z Z G U 1-- 0 Z Z <U Z>- QOUf Q 22:«"ZZFZ 0 zZ p : w W K _3 Sv 3. O N O � O 0 U�apZO = W �J O Ln (V N Ln ZcZ �o�a �C2U D Z UjrZ' Z� &o��g- LL Z 6P >JO0 LU �oa �— UWo wwOu_zQ a&g 00 N Q a�LLo Q �} Q V J W ¢�~� z o N Z LL .. L-) LU > ~O g O z J a LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO, 3,06 JOB NO: 16-6650 SHEET NO. 5 1' I'll 11111'11111,9VIII1 LL11'IIiI 1'u11w i' 11III_'11 ' I' ' ICI' ) 1 '1 1prIII - �1''G'_I — -- i I 13AI IT111161111'91V111I11111'_ 1 I I IL 1111 '1 11 1 Ili, I I i,, 1 0 0 ED v 0 T �A TYP. U.N.O. A 11-1/ TYP. U.N.O. V TYP. U.N.O. 50'-0" 19'-0" 12'-8" 18'-4" TYP. A U.N.O. ISA C 0 II II EJ7 II II II EJOA I II II II EJ7 II II II EJ7V II II II ` < J J1 II < CJ3 'S✓) 9'-4 CLG. II II II ���J CJ3V N CJ5 II II II II II II I II II II II II II II II II CJ5V 6F '\\ _ — > R AO(2) G)(2) 6E 6D 9'-4" CLG. 0 6C @p C. 011,-4" CLG. 2.75 VAULT m 6 — — — m 6A— (3) 12d TOENAILS. _ TRUSS TO BRG. 5E WALL BELOW 5D _ _ _ ••�• _ _ ter_ _ _ _ _ _ _ Uj 9'-4" CLG. 11'-4" CLG. 9'-4" CLG. co nin _ in 5CG 0-n P2 — _ = SA 4G AF U — = = = = _ — _ _ _ _ = CHA 4F — _ = — m — Uj 9'-4" CLG. (3) 12d TOENAILS. 11'-4" CLG. 2.75 VAULT 4E 0 TRUSS TO BRIG. on — — — WALL BELOW m 4D J o: - W 4B Gad• (3) 12d TOENAILS. 5 I- — _ TRUSS TO BRIG. m— ' 4" CLG. WALL BELOW 4A Lr, 04 TYP. A U.N.O. 313 CJ5 2iL = 9'-4' CLG. CJ3 D II II II II II II II II .y 3A 2 II �q L' w4 AN 9'-4" CLG. TYP. A U.N.O. 2C A 1 A TYP. — — — — U.N.O. 9 TYP. A U.N.O. 9 S5 S5 18'-8" 9'4" 22'-0" 12 A A TYP. U.N.O. �/ TYP. U.N.O. OF cr) M 60 0 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 M ETA20 1450 7 - 10d x 1 1/2" HTA20 118 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-10 H HTT4 3610 3105 5/8" ANCH.118 10dxl-112 HTT4 2715 5/8" ANCH. /(20)10dxl-112 J HTT5 4350 3740 5/8" ANCH. 126 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 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 14-1Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-1Od 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 3/12 & LOWER. DROP HIP DETAIL 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 i 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 A SCALE: %4'=V-0" NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY ,ARRIER N 0 x CONT LEDGER (A) SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS LO Z o O z to z� Q J Z 0 �--� LU w � o OLLJ o VI F— o 0 m ~ U w E 4)M G W M to '0 Q — U O .20 s li CO CIDrn 0 0 v Q rn rndo 1 NCH DC ggc! ~; �� ctS rn �xM LpZo o Z 1W 4Wr Z 0 LLZ Z W a o Cl) a �e To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0�1� > V) M O M Q "v Ln a°�°" Q �� IJ a � Q �� z M W J � d' J f Oz LL O W W ZF-W mZZ2XW Ut-�NOO OZ>-O<U z>•�UEQ a =�?W�z LU NQ oo W U= O W N ~aOZOO Uj J O Lr) Q ,--� Z • � J J �Oa 000� Z Q 'Vz^ W U0zW U. W 9J -0v WaooO °z LU C Q� a U > J` J C 22 98 W O LL Z Q l� Ce aapO � a ao N U-o V) z O oN LL Uj aa� a�ILL O z . .. > O g Pq _ a SCALE : AS NOTED PLOT DATE: 12/712012 TECH: FFLORES VERSION NO. 31111106 JOB NO: 16-6650 SHEET NO. 6 0J. �° :° ;::o"°;• :° ;°.0°;• ;:p° °"°; ALTERNATE POWERS `° °..`° °..• `•`° - °. ,� °� STEEL LINTEL M 8F8-1B/1T 81`8-013z/1T Z o - d'° ° ° a'° ° a° °•e°_ - ° a° TYPE DESIGNATION #5REBARATTOP z MIN. 1 REQ'D #SREBARATTOP Q F = FILLED WITH () MIN. (1) REQ'D ° a 1-1/2" CLEAR O O O O O O O O ° GROUT / U=UNFILLED J 8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T O,q R RECESSED CLEAR E °- O ° O O ° O QTY. OF #5 ° O J 0 D E F REBAR @ BOTTOM p O O z O O ° O O O OF LINTEL CAVITY 8F20-1B/iT 8F2 -OB/1T = o O O d M.U. Q O O G J H J W ° w a C.M.U. Q= ° CJ ul � W Z Zoo 8F16- B/1T a o ° ° °a°a - o 'd✓"° a a ° a • ° a • - Z ° ° GROUT d Ir W LLI� \ , /` vo •v° in WOOF — o % 0 D ,t Z O 'U QUANTITY OF WLy ~E O 5REBARAT NaL Cr fiQ WIDTH #5 REBAR AT ° BOTTOM OF Q U o D n D (f) y 8RF6-OB/1 T : " TOP LINTEL CAVITY z Ir z 5REBARAT BOTTOM °a'° NOMINAL O ¢¢ = Q Q MIN. (1)REQ'D 00 BOTTOM REINFORCING O o p p m n HEIGHT PROVIDED IN LINTEL W F , v (J y M - 7-5/8"ACTUAL (VARIES) w �`� 8"NOMINAL WIDTH c 9ci 16 GAUGE POWERS E M STEEL BOXED LINTEL O wig a) Co ~ O N O O ° ; ° MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) E U m Y 8F20-1 B-2T Rc precast lintels = 3500 psi. O Y o 0 °° a ° °° a ° ° a ° "°" °° a ° "°,°° Pc prestressed lintels - 6000 psi. ONLY IF NOTED ON LINTEL PLAN o CL routed per ASTM C476 f' 3000 psi w/ Q °� ¢ � P 9 = P 1. Refer to manufacturer's specifications for installation. 8F24-1 B/1 T 8F24-0B/1T 11L%V ° Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Eoncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. " °"B ° ° OO ° minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 'o C Prestressing per ASTM A615 Grade 60. e 4. Lintel depth to match precast depth. One #5 Bar required top and B ® O O O O ° ' ° ° ' ° ° Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. D. 270 low relaxation. ' 5. A bonding agent must be applied to the Steel Box lintels prior to 8F32 0B/1 T 8F32 1 B/1T : , < 7/32 wire per ASTM A510. co rn �p applying the cementitiuos coating. See contractor specifications .1 V, Mortar per ASTM C270 type M or S. 1 , Q, O, O GENERAL INSTALLATION NOTES O O ° 1. Provide full mortar head and bed joints. Z W r ZR ° Iuz.Shore filled lintels as required. 8F40 0B/1T a a O O 3. Installation of lintel must comply with the architectural and/or structural drawings. O 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W Q'> 4 _ ••a ° : a ° °•a ° © 8F44 1 B/1 T vertical cell reinforcing and grouting. - W U G;,LL " ._��, , 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and Z Q <° ;F O r ' Q 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. H g;N } a ur ®° Mum ma ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z Q Z ` m� 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete W o M ;E g masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 U U m El El 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL PLAN NOTES: To the best belief, the strr the Engineer's knowledge, information, and Coating. uctural plans and specifications contained O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building o O =: loads 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Code 5th Edition (2014) Residential. Engineer's signature 8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of 8F280B/1T o o + 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal. Safe vertical load Safe horizontal load G1 ,0 ASSUMED TO BE 16" MINIMUM DEPTH. O 8RF30 16/1T a° o UO 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE o O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF40 OB/1T THE ELEVATION DRAWINGS o 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z oN LINTEL HEIGHT. O � o^ 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED n M o FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED ,.; FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Z 0 Q V) Ln 2 cn • i d- Qcu U Ln 00 ZCe U 00 POWER STEEL LINTEL IS AN ADEQUATE z N— SUBSTITUTION ALL LOCATIONS UNLESS NOTEDOTHERWISE�J o~ t O AT OPENING LOCATION LU O � J O E 0Z W I L O W ZF—LO W m Z Z a, �0�ZoO zQQUQQ =ZZ_wZ W� J �g�� O O a in at O U�aOZ@ W 2 W r-I Lr) N L • J WLU�3 �� W 0 o o O F 0 <Q Z°WZ! zW � D O F z�zz O W a9 DZ8 Z U p J Q U j U1I� Z 6P O a;5 J `/ °g>oa w Ou_z� 00 N ° � o �owa _J Lu ¢¢�� u M F F z ". N � O W > �z z Z g J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 MIN. O JOB N0: 16-6650 MIN. � SHEET N0. LINTEL PLAN L 1 SCALE: Y"=1'-0" 4 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ-D, CBA-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 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER�S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MIM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 IMIM) 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 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALCUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTIM 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 (FIRC), FLORIDA BUILDING CODE (FBC) 5th ad. (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 TRI11-02. 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 61TIMS 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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEADLOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2� 2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. FL41LING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO LJ480TIMES 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 DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DIL + 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 A61 5 / 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 CENTERILINE 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+P CONCRETE NOT EXPOSED: 1 Y2.. GROUT FILLED MASONRY: y4" 4.1,7. WELDED WIRE FABRIC (WWF): ASTIM A-1 85 /A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ks! 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): 3 1/2" 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 W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED 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. STRUCTURALLUMBER: 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING, 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS 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, BCS1 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 718" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 118" 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 ", 1 Od = 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc: 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.LS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FRC R318.1- "A permanent 8 �'tn which identifies the termite treatment provider and need for re -inspection an reatment 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 T-O" away from the building side walls. 3. Irrigation/s grinkler systems includin all risers and -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FIRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FIRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FIRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FIRC R318.1 �3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FIRC 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. FIRC R318.1.5 - �&gete ove� our and mortar along the foundation perimeter must e remove e ore exterpc r so!] treatment. 10. FIRC 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. FIRC R318.1 - All buildings are required to have pre -construction treatment. 13. FIRC R318.1 - A certificate of compliance must be issued to the building department b a licensed pest control company before a certificate of occupancy will be issued. T�e 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 Servicee'. 14. FIRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-101" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND ly8,, 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 3/8". 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. V) Uj 0 Lij E 0 C1 00 C1`1 LU E 0 CY) M co C ca co 2 -0 M C CN '0 8 0 C:) Cn u_ Co -00 0 iz- U) C) Lo 0 < 0 -.t CL Ch < 6 D, C D C tA ul C3 z i G_ -�, 'S �_ , Z" '1111W 4W - ti q) r� PIA 0��- 04 4, .0- W > k, L LL Lff".Pm U zo" 0 LL z -4, W 4 10 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 rs! 0 aj r-, 1-� 4-J C) in 1 =5 tD C:) ZF-4 > U-) fy) r') p 1`0 Ln - Ln U_ Z Ce r-L OC) < z E z Lu C:) W _j C) 0 E z 0 uu LL L z Ln U �E 1— 2 LL, M z �_ X LUL11 0 0 g0 z<5 z�iomw Z>-<Ux< z Z < LLJ Z z L S E3 0 C:) 00 C:) C) LLJ C'4 z LU Z LH C:) Ln r'4 Ln 0 z U 0 LLj a 0 0 W U Lu C) F_ 0 fu z z Lzu Q X 0 F_ z Z LLI =) z . 0 z 0 LU LD _j < U < _j P g - V6 > 20 LU �- n 25 5- LU LU 0 u- z 0� Lu 00 r".4 D < 0 C), LL V) z 0 C:) M Lu a. Uj a. F- c) r*4 z LLj z z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. SN .. ..... ...... CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + 44 + + + + + + + + 9 + + + + + + + + + + + + + + + + . . . . . . . . . . . .. . . . . . . . . . . . . . . &D + + . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + 4 + + 1-0.1 (TYP.) -0",Ty", 6-0" 6-0- +/ / 1-----7 + 4 + + + + . . + . . + + + 4 Lu + + + + + + 15/32" CDX _J M + 4 < + - . . + . . + + PLYWOOD OR + + + + 7/16" OSB .. . . . . . . . . . . . . . . . . . . . + 4 . . + + + + + + + + + . . . . . . . . . . . . + + 4 + + + + + + + + . . . . . + + + + X � + + + -4- 4- + + . . . . . . 4- -4- 4- 4- + \—RIDGE LINE 140 MPH (1.110 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. INTERMEDIAT E 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 I* FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: I 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 DIRECTLYTO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000S 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 112" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 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 1 Od 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 Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building 101-01, code for appropriate details in One 10d box 0 w '64 1711711 TANK -LESS W/H areas=20 of high 1--or--20 sinker lateral load. nail each side F1 at bearing. 5'-0" STUB -OUT FOR 0 GAS METER 9 H C G 00 0 11-011 C:) L 1 -1 0 MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13141 (3) 16d TOENAILS 2" X 10" @ 16" 0. C. 161-5" (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. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1 13-01' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164' (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) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES — DO NOT cut, n or drill flanges otch FILL CELL—\ STD. 90- HOOK BOND BEAM ... F U) UJI L . . . . . . ............ ......... ... ...... �<, STD. 90* 1:1 CONT. #5 CONT. #5 HOOK BAR ------ BAR k #5 CONT. .... ........... FROM FOUNDATION .... TO HIGHEST BOND BEAM V BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/FXT 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 above to bearing below. STUDS SECTION 5 INT. BRG. WALL N.T.S. 1/8" min. 2" max 2" Small gap " . 4 max. V Clinch nails when possible Tight fit 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Load bearing walls 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.* —When joists meet over wall, provide 13/4" minimum bearing for each. Provide adequate bearing Use 1 0dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration. '-N INT. BRIG. WALL P SECTION /U) N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 'M mom k� It r7�T A 1Yj'ROUND HOLE MAY 67 6"' \—DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 7 ,e-ROUND IN FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" LEAST 3" OF CLEARANCE CANTILEVERS. 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. 1Y2" 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 %" 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. Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BC15000se 1-1/211 2-1d 2-1d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BCI 6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BC160su 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/81, 3-16d 3-16d d 5 -16d d 6-16d 2" min. R BC] 90su 14" 5-16 4" max. 16" 6-16 WEB STIFFENER N.T.S. 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 toltop flange. Joist hanger Filler block. Nail with 10-10d nails. mount hanger load exceeds 250 lbs. Backer block required where top Install tight to top flange. 1/4"-2" gap_� Backer Block "Top Mount" "Face MounV 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"gapatboftomoftop flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 'e' dc he requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. U� M 5/8"1 THF BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE SLEEVE THRU STEM--/ SEE PLAN FOR--' 04 FOUNDATION INFO 4 STEM FOUNDATION GRADE REINF. SEE PLAN ATM � I'Ll r=__I /-VL1t1Il1R0r_r4 rvk, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 1 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE__� PENETRATION 41 1 1 0. _. A 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE .4 . -d F SEE FND. PLN. SIZE & REINF. # PIPE VERTICAL THRU FND. P C OR SCH40 SLEEVE V TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE A 4 L / I I ---------- --------- CID A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE D PIPE PENETRATION PLUMBING LINE d '4 4-0 4/ A SEE FND. PLN. SIZE& REINF. e- 0 LID z CY) 0 (D 0 to a_ La 0 LU 0 �2 U — 0 LIJ F_ E V) 0 W ca ce) (Z 0 (D Cl) LU E 8 =1 co C ca ce) E2 -0 Cn 0 'r- 04 6 0 2 0 :S U_ 00 = - CIO U rl� O.T iz, 05 t C;, -,.e 0 < Lo 0:S -,t CL C6 < 6 A I D. XPI 11 CID U'3 — CO CIL- CID LO ur"� r— d kz- A 0, 0 W z 50�2, 44 > V, tf I� io r) 0 k ___ C.", �R'90� = f',� I �k P! IL C). ga' #A Z� W 0 M. I— lo�_ UJ To the best of the and �ntainecl belief, the structural plans and sp'etff _ ab6iis" within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seaL C=) 10 z f%4 0 cu N Iq0 14 4_J C) U0 kD =5 > M C) z ro M Ln M CL tn L_ un 0 CIJ — Ln L_ U_ z 'N F— CD- � fn fu -I CL 00 < z F= CID W z LU C:) 11.0 R;r mi e OR z Lu OC 0 U, Z �_ U) . a- LU M z z W - i— I N - 0 0 z < 5 - >, 0 z 0 a. of Z >-.< U 2: < � < z z �<_ z 2: — LU z 19 0,: L_u 00 U 0 LO U C-4 C) = I-_ 0. 0 z @ z CY) LIJ LH C:) Lr) r*4 < ?� 0 �e Ce < z U n Lu a 0 0 W -, 0 U r -&; 2 E 0 W. -a Z z Liz, - z (�:yl Lz M LU LU C, z 0 W UJ I"'I_ Q9 _J U < _J 6 1- g - �i;5 > 0 LU X 2 9 > o W W 0 u- z C, ce U-1 X 0 < < 00 LL >C<) z< Ce 0 C) ry) _J LU _J < c) rq U_ UJI > 0 Z :5 z P-4 _J CL SCALE AS NOTED PLOT DATE: 1217/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. SN 1 z (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF FOR UNDERLAYMENT PITCH 4-.,,12. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH ZTYP,) VARIES TY P 7.) TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULAriON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH Z:Z�J-ALUMINUM DRIP STRENGTH CEILING �EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12' W/A HABITABLE ROOM N.O. L2X SUB FASCIA -=, ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. HEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1 #5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) PE 'IS" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C// 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER , 4"x4" INSPECTION 3 1/4" BASEBO RD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI C NC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XW1A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .0 I �E 00 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95% Ell I I I I I... MODIFIED PROCTOR VII 1 1-: 1- 11 11 111 ASTM D 1557) 3" MIN. CLR. (2) #5 REBAR CONT , ON 3" CHAIRS TYP. 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION K�A� SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY =======_,_,--BLOCK WALL BEYOND CONCRETE SLAB: \ 1 - 4" O.H.D. RECESS PAVERS - T 4" 0? SEEA/S30RJ/S6---- -11:ffij I F, -Ir- FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STOR)') / T-8" (1 STORYw/ DEPRESSED SLAB OPT.) V.8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 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.) A I =1 I If =1 T- I I GT� 2---171- 111-11 I-L (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3 rd PTS FOR WALL HGT. > V-13". GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .1 /4" DIA. X 3 1/4" TAPCONS @ 24" O/C & A� @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 9 111111 ffil rl W11r:EffIl T'll All 111 �WII EL L L 1 8" 1 1 -T TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KG 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"x`16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" v 2x STUD 81, C.M.U. 1"xPT STUD #5 VERT. IN FILLED CELL CN 5/8"x6" "J" BOLTS BOLT @ 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 �GRADE 00 [�117 1, �pl IE I I - I> I> - - - - Ell -111- 11 1 1 I= z I VE I =04 - j- .I I �i I IT - I III IT - FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 EXPANSION JOINT - BLOCK WALL BEYOND 1311 RECESS E O.H.D co Cl) 4. rl 0? :41 SEE A/S3 OR J/S6 JJFi 1 11 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STqlRY) I GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1\�- 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W1 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8" x 10" "J" BOLT @ 24" OIC W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W1 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :E v Cl) P 6MILVAPORE---------- 6. �L-ll �v> 5/8"OR 1/2" HIGH STRENGTH ---- `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH "TRUSS B0170M CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.0 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM .) (OR %" GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE /7vC"ONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE TR' 2 1 -1 El CO USP SPT24 TRI, CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2 x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B, CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'4% SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12"O.C. @ FIELD SLAB & BLOCK 5/8- x 10" "J" BOLT @ 24" O.C. W1 SP SPT22 CONNECTOR 5/8"' x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR !rF 7`0/16" PLATE WASHER (TYP.) 2"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" OL O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR I F�l A x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 A. F.F. @ 24" O.C.) '0 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" M IN. 3 1/2" M IN. ELEV. 4-3 1/2" .j z L F, 11. 1/2"(min.)- 4" CIO (2) #5 CONT. -/ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" MIN. D SHEARWA SCALE: 3/4"=V-0" -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. (@ K.O. BLOCK -USP SPT22 @ EA. STUD -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUR ��#3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy 40ksi FINISH GRADE �O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy== 60ks!] El 7i;==Fi F-=-m . 0? =77=� ;zv, R 17/8" ----#5 REINFORCING BAR z #5 LAP SPLICE COMP. SOIL, (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 4" 114" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01011, CONT. BEAD SEALANT INTERIOR 4. -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE 2 (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0? j-� -7�Fj I C14 6 MIL VAPOR BARRIER 1- 11 - I I:::- 1 1: TL I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0'1 1 101, 7 "��#6 REINF'ORCING BAR... #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. / 6 x 6 W1.4 x W1.4 min.) 4"--\ 4 4 , , � I . . -i� GRADE 2 co -I I I -A 1=1 I 1:�,::iU=` LEN 1') 1 #5 IR'liBAR w/ OPT. T CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 (2) #5 CONT, --/ I U.N.O. MIN. TYPICAL BEARING WALL" STEP �(-v SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE - SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE CL M I I I I=- (2) #5 CONT.- ON 3" CHAIRS (TYP.) 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. !� V-16". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-16". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 71 3500#, MIN. TENSION 2600#) . s E 6 x 6 W1.4 x W1.4 !Z4 WWF OR FIBERMESH C? C� III H 81. TYPICAL INTERIOR BEARING WALL W1 UPLIFT rG SCALE: 3/4"=V-0" �,13� -2X STUDS @ 24" O.C. U.N.O. VARIES MASONRYWALLAND GARAGE PAD FOOTING 1 1/2" RECESS FOR x 6 W1.4 x W1.4 Zz---112" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWFORFIBERMESH- �Q.r- &'MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. Cl) EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART ON FLOOR PLAN CONT. FOOTING STEEL-\ MAT REINFORCING. Cl) CONT. BEAD SEALANT z 00 00 GRADE -A "M 40 LU z 6 x 6 W1.4 x W1.4 :C:4 0 ja WWF OR FIBERMESH a LL, LU 0 a- I El I la, 1- LU W z 0 0 14. ILL 4 EE1 =M-,,-FOOTING SEE A/S: 8" 0 BEYOND W/S6 FOR REIN F. INF I III I I E _;tl OPTION #1 PAD REINFORCEMEN 1111 1, 3" MIN , CLEARANCE SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH SLAB INFORMATION. SEE SCHEDULE rK SLAB STEP & RECESS (cD S.G.D. �M PATIO COLUMN FTG. DETAIL � �N � S3 SCALE: 3/4"=V-0" S3 SCALE: N.T.S. � S3 (D U, U 0 V) E 0 W V) CY) 0 C14 U LU E 0 W M 0) Cl) C M ce) �w -0 cl) N -117 0 r- LL 00 U (D 3 1:5 - co 02- CL [�- < 0 00 CL:!!� < 0 A I RD. co M Cq 141) M Lo 1A Z Lou, 6 ...... u- LL MF4F Z 4:0? S�! LL1 7. L CL W M.0 % 19 zz - C- Zm 41T LL LU' X!E . Nt L L N To the best of the Engineer`s`k�jyqfzff, infqrmm kv,%An , belief, the structural plans and spe' c' 64 AWA alned 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. cl, C"' z r4 0 (Ij r-, 14 C:) V) C:) z4-J M Ln (1) Ln < U- ZF- 3- CL 00 z E z WLU _j C:) z ED LL 0 LLI Z �- Ln LLJ 00 Z, z, U �- x Ln 0 0 0, z < 0 8 z 8 ox =<�L X ZU F<- ;ZZ Le, ai W, (-1 8 8 p C:) CL 0 z @ LU z rn L4 C:) Lr) r*4 r*4 Lr) 0 W F- 3: .e e Ce o< zo 8 C", 0 < < -' 2 U Fw- 10 E 0 w -0 Z Z CL LzL, z z = LU LU C, LU 8 �<- � Lu V > 0 Uj E i- LT > 9 0 ga- LU LU 0 U- z < o� 22 x 0 < < 00 > 00 r4 Cy LL V) V) z Q� 0 (=) re) qq_ LCU, 16 z < 0- � 2: F- C) r.4 < z U-1 > F- 0 z !� z CL SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN t�ii (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND _\11 FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER ////-SEE PLAN FOR SIZE CONNECTION -----2x DEAD WOOD @ MID i POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE ---TO BLOCKING --(2) 2x HEADER PER PLAN BOTTOM PLATE W1 (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 TYPICAL WALL SECTION SEE ELEV. ----.,-SEE 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 W1 (2) 12d INTO TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B J __j AS REQ'D 2x BLOCKING @ MID POINT EVERY OTH ER STUD W1 (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW x 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 70 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT /// �1 8"X8"X1 6" K.O. BLOCK W1 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (T DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" WALL CLEAN -OUT SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT) NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT 7 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN .11 � .11. / 7T. STD. 91�11001< J81111 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-101" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTIC AL SEE FDN. PLAN FOR LOCATION .1 �L I-T LIE1 NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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 CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL -- \ _j FORM CREATES CONCRETE RECESS TO RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM.) 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 F ,'jUALt: N. I.Zj. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTIN�GB 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 5181, 8" v -SOLID AREAS ARE STEEL AND GROUT INTERIOR WA LL F ___1 Lri.7m DOOR OPENING Fm DOOR OPENING I I LTIJ EXTERIOR WALL FE v 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT �4SCALE: N.T.S. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TYP.) S EE ELEV. �_Zff Y P UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE Tx4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /-CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 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"X1 6" K.O. BLOCK W1 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- H I W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S 4 TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS*DO LBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE EACH END WALL 4. .4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN - . . PSPN516Z wl (12) 16d NAILS SEE PLAN FOR MORE INFO W . . < . DOORSTOP 0 4 MOLDING 7mm- 1, -10d NAILS '14 TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 18 co NAILS TOTAL) EA. SIDE OF 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR A —I/— CHORD OR BLOCKING IAII RAIKI 0-1 CRAManhAMKIT 2 x 6 P.T. 5/8"DIA. X 12" EPDXIED ATR v // DOOR 1&'* SPLICE STAGGERED EQUAL TO TRUSS BOTTOM I Lj �FT 5 / 'l 0" W, (1 r% 'E �I� r ' 'j Vv'�T 0 LS 4 J&P�SPN 6; 2) 16d NA Top SPLIC v 2x STUD @ 24" O.C. MAX. ROVIDE 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 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL K**"J� TYPICAL GARAGE DOOR BUCK �K SCALE: N.T.S. S4 SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W1 (2) 12d TOENAILS T/B USP SPT4 W/ (6) 1 Od x 1 Y2" @ 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 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) U 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"X1 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN \—INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS. ONLY 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 HTT1 6 TYP. U.N.O. SEE NP HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIf P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. -USP SPT4 SPT24] 2X STUDS @ 24" O.0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 4'' P.T. ATE USPSPT 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4) 16d TOENAILS TO'r0P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS USP USP SPT4� SPT24 SP SPT4 2X TOP PLA7 TRANSOM FRAMING )N SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL USP -NAILED INTO TRANSOM FRAMING SPT22 -USP SPT4 2X8 P.T. BOTTOM PLATE 5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) INTO TRANSOM FRAMING SP SPT22 P SPT4 [UUSP SPT4 4 2X8 P.T. BOTTOM P�ATE 5/8"x`10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOFTRUSSABOVE 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY 0 K.O. BLOCK W/(1) ONT. & FILLED @ 2'-0" O.C. MASONRY WALL C 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 BEYOND. L PLYWOOD SHEATHING PLYWOOD FASTENED TO TRUSSES 0 WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SPT4 - l —PLYWOOD MASONRY-- SHEATHING WALL BELOW 0-1 518"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 0 V z z (D LU 0 (D-' E V) Ln ::D 0 m m 00 Fa r.- CCY'l) LU E 0 a) 0 M Qj u- co -00 0 05 0 --t < a CL 0) < C; AI 8 D. N C�B D�C r Cm co m Mu IMIZ Co Z -:% to r W4W 1z �-j P W Ll %L a CiL L�e z �m , � 0 �cq Cx zSO 70 LL1 Z t To the best of the Engineer's k� in oeci belief, the structural plans and 6 within these drawings c ply with the Florida Building Code 5th Edition (2014)oRmesidential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) z C�j 0 a) r-, 4 14 Ul) =) > 14 0 (n f0 Ln 2: (U LA 31 CL 00 E Z fa Uj _j 0 t.0 Z L zu U wo Uj LU Uz U8 ,goo Z>-Z<u E zoma� Z < U �< E UZ, zz q Su 3: 040 00 C:) U LU 04 o z @ z Uj C) In C�4 i� LU < ag .3:5 00-%S < Z U a - 8 R 9 0 < U g Izn LL. fu Z z z =g'mu: g 1z On 0 0 L_ W U-1 _j U r �51 Q6 > _j 2 8 6 = V) T-4 LU U, 0 u- z -:c 0� W �u 2: 0 < 0 0 >- oo f %4 =):4 0� 0 o, U_ 0 < _._j CL., 0 C) _j LU od LZU c) z LLJ > Z :5 z 0 SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. S4 �c USP HGAM 10 W/ (4 1/4"x1-3/4" WEDGE x 1 1/2" SCREWS BOLTS & (4) SIDS 1/ SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL ] 2"x4" OUTLOOKER " NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOPCHORD @ 24 O.C. SHEATHING DETAIL EA. OUTLOOKER 2-'x4-1 BLOCKING FOR�_X'1\1_ OUTLOOKER FIRST FOUR x 7f7F @ 24" O.C. ROWSOF 45* 24" MAX. - TOP CORD BLOCKING 45*± 2X4( 2X4 CONT"L" BRACE TRUSSES @ QSP RT16 OR FOR FIRST FOUR S1 FASTENED W/ (2) 1 Od EDGES OF 2x4 CRO�S BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ FROM LEDGER TP A17ACH ED W/ 1 Od EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR I OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING -L... I I r!�zl 1,26-3 /__ THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL 131 nrK'Klr-\\ \-WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) X O.C. FIELD FASTENWITH 10dx3" @4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-011 MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCALE: N.T.S. FER TO DETAIL J I SHEET S5 FOR 3RACING, AND TOP IORD BLOCKING ;0 00 :ORMATION 2' DOD TRUSSES 00 L ` t RAT RUN BRACING 24" O.C. ON TOP OF ]12 ITT. CHORD FOR 4 ,USS SPANS TACHED W/ 2 -16d EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W1 (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS t BLOCKING @ 24" (D = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL W/ 2 - 16d iENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL I,SONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) �CHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIqG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"X4" OUTLOOKER @ 24" O.C. W1 (2) 10d PER JOINT IINIMUM 2x �ROSS BRACING 3EE PLAN FOR OCATIONS) 1 0dx3" O/C TOENAILJ 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT _.__2"X4'1 MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 2"X4"��'j RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEESTRUCTURAL— 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 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C, (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL— TOP CORD BLOCkING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS MAX. EA. OUTLOOKER SCHEDULE FOR OFTRUSSES@ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE FRAMED WALL - SEE NAILS @ EA. END V2X6 WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. I - .-W, AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED I NI 1 1� W/ (2) 16-d TOENAILS 2x4 PANEL BLOCKING a 48"A 2x4 BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END _\-2x47' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. � �5 /—BACKNAIL W/ 16d NAILS (2 2x4 OUTLOOKER @ 24" O/C L TOP CORD 8d @ 6"O/C - �WOOD TRUSSES BLOCKING FOR x 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 112" CDX PLYWOOD OR 7/16" (2) 16d NAILS It I/ OSI3 SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. I AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SIDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SECTION ("9 SCALE: N.T.S. \--MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Old @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2) 12d TOENAILS 17, BACKNAIL W1 (2) 2x4 OUTLOOKER 16d NAILS @ 24" O/C In I BLOCKING FOR TOP CORD USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX, EDGES OF SHEATHING TYP. rl" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) LE TRU SS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD /,--(2) 16d NAILS "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" 01C USP HGA10 @ 36" O.C. DBL. TOP PLATE STUD WALL (SEE TYP SEC.) 2x4 BLOCKING 2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 4� 1 Od NAILS @ 4" O.C. TYPICAL SS WEB GABLE TRUSS WEB DOUBLE "L" BRACING DETA SCALE: N.T.S."S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. /,- - 16d NAIL "L" BRACE ATTACHED W1 10d NAILS @ 4" 0 TYPICAL RI L GABLE TRUSS WEB -J SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING @ 481, O/C BLE TRUSS I �/_GA ttl TRUSS VERTICAL (2) 2"x8" 1" BRACE USP SPT24 @ EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION SCISSOR GABLE 1171 BRACE (_�7 SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. 1\ �5 2 x 4 BLOCKING W1(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) �_BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C _�,; \ is ""\",\-MOISTURE BARRIER —BOND BEAM -MASONRYWALL 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 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'01' - 31-01' T-0-1- 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN z LU 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. . < . d LU — — — — — — — — d LU 9 9 9 121-- z UJI LU = co < 9 9 d Lu �'N b . = CD — < ___7Z 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 ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED 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 imz < zC I L Cf) (D U_j 0 Lij (D- F_ 0 (n :D U) (n V) l_ .20 Co r�, CN LU 8 0 Cl) r_ M C0 W� :S ,- 0.2, r Q5 0 U_ 00 . 00 CD :3 0 rn CL 0 0 < - Lo 0 --t -A 8D N C B D C C.0 to Cn �2 uml tA . .0 . 1 40 , R_ _j _2 U_ U_ " - �, , -.2 - MW 41F rx I— "� C W q. P ca, U < Z UW LO ........ ca To the best of the Engineer's 1��Qdog 1�?t nd belief, the structural plans and specifications c�ntained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:i, C) Z r-4 0 CU r-, F-4 4-1 C) Ul) :3 t.0 'Y' p M Lh ,u < LZ LE U" z Q� U T_q CO < . z E z C) WLU _j CD 20 z LU U_ 0 z U) - z 0- -..z �- 2 x c U l_ x LVU) 0 0 ro- 0, 0 >. z < z >- z< 8 0<� '2'1c: t- z z z M uz� :Zw �2:5 Uj 2 _1 9: - S 8 8 0 Q� 00 2 �Sw" a. 0 z 0 z CD T__4 Ln C%4 rq Ln 0'< W < �- �, Ce Ln Se 0� < z � a LU au 2 Ing 0 < < UL �_. V) M 2 z 9 0 -0� -0 Z Z CL W CY z 00 W LLJ ULUO U r > _j 2 0 LL Z!� W x 0 00 <!� 2 0 X LL 0 -C,8z< Ln z 0 C:) fy) 41- J.. LU I.- C) r*4 LL z LU 0 z Z �_q _j SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 /2" DRYWALL DOOR JAMB (REFER 11 XA4 F1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. F TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. 7�1 TO SHT. SDW2-K1 FOR CONN. DETAILSI)t FOR CONN. DETAILS FOR CONN. DETAILS * X 4 X 4 #5 REBAR (TYPj 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 6 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS t FURRING #5 REBAR (Typ') AND NAILED W1 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON, INTO STAGGERED @ 1611 TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1 "DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO —1X8 2x BAND JOIST W1 FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A D. 90- HOOK (TYP) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELL HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB I 3/16" x 3 -1/2" TAPCON @ 16r` TAP L :j/ METAL SEAT PLATE 0 . C' O.C. & 4" FROM 1 X4 P.T. -1/211 DOOR JAMB (REFER 3116" x 3 1X 1/2" DRYWALL X4 1/1 El/&: :—JLIIL NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB (REFER C DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR _\ K1 FOR BOTTOM OF BAND .. E TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS '42 FOR CONN. DETAILS 1 Od @ 12" O.C. 2" 0 C. 1X4 ;000v r/mmo FURRING 11000 3/16.,o X3- 2X8 P.T. WITH 3/16"0 X 3" ±21-1 NONCS @ FIRST COURSE NOTC @ FIRST COURSE U& HGAM1 0 @ 12" O.C. w/4-SDS LONG TAPCONS 1/4xl 1/2" SCREWS INTO BAND L 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 L JOIST & (4) 3116"x1-314" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK ±5A_ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPEN I NGSrcc_,�'� LED CELL PER FOUNDATION PLAN �H FILLED CELL INSTALLATION � RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SCALE: N.T.S. � �S 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 3 1/4" TAPCON ( 1 1/4" MIN, A -A = 1890 # FOR 2 STRAPS /--FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2' 81' 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT it 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS USP RT1 6M W1 (8) NA1 1 NAILS & (6) 1" x 2-1" BLOCK HEADER ARCH BLKG. & BUCK 4 4 TAPCONS 1/2" DRYWALL S x 11" NAILS AND 10d NAIL 2 8d NAILS AT 8" O.C. AT BUCK A CUT OUT IN O.S.B. ON THE 1., X 1 3,, (4) WEDGE BOLTS (1) STRAP 1225 2 x 8 45' DIAGONAL (4) 10d NAILS INTO --.,--LEAVE INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BE /2" TWEEN OVER 11 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) 1 Od NAILS OVERHAN BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 \—PROVIDE N.T.S. INSTALL WDW. SCREW ANCHOR— x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTW`N- OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 7-15" FOR OVERHANGS BETWEEN 3/4" TO 11/2" 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 4Y." WOOD ) NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ-D. I 4'MAX. RAD. SCREWS �w 16 O.C. MAX. OR IF MASONRY 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + PLYWOOD SHEATHING 11-011 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + [NISH FLO R 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS 1-1w WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B ROOF SHEATHING ATTACHED + REQUIRED -0 77.77 /4" MAX EMBEDME'NT INTO 2'41 811 PER NAILING SCHEDULE LL TRUSS + TO SUPPORT SOFFIT . A BAR + _F31 + CENTERED W/ ,BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + I - 9T IN TOP BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 S YP A 9 1 X 4 FURRING EACH TRUSS 1-7-7-7-7 7 7 1 ly I., I KNOCKOUT/ ZN AIR BIL K 8d NAILS @ 8" O.C. AT BUCK BRACE B 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONOFO, IN +. % PROVIDE 2 x 8 DIAG. VERT. BRACES WHEN HGT. OrN'IN TAPCON AT EA. SIDE (3)_ 12d NAILS SEE LINTEL SIZE AND REINF. PER PIL AND SECTION DETAILS BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY--J SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO01T DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL % % STANDARD 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH v ELEVATION 90' #5 BAR IN HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%." WOOD ,SEE FOR OVER HANG FILLED CELL, L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") IV, BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS I EQUAL EQU L 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" 7- 1. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. sk ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. � �S SCALE: 3/4" V-0" �S SCALE: 3/4" V-0" � �S SECTION DETAILS SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4"EXPANSION BOLT (2 WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL 5���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 5" EMBEDMENT & 3" MIN. 0 co 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 U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t> LU A REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ J, I I 5X6'EMBEDDED INTO FOOTING 2-#5X6' IN C ONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL M LO "'��EXISTING FILLED CELL SMOOTH. DO NO FURROW. lEil DRILL 3/4"X6" MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 3" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N 7 REMAIN FREE OF MORTAR. NOTE: 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 �_�(2) SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL #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 SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. SCALE: 314" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ID z Q) C-/) LU U 0 LU F E C!f V) V ZD ) 0 W Cn CO 00 C14 4) M LU 2 0 0) co C 0 Cl) em - 1 C14 0 0 20 r- LL 00 C af U) CL 0 < 0 LO 0 :S .A — BD. N-C�B D C vUl) M W 0- 0" it4 —S M 4 tA Lo r-- 0 0 �&, z Lou '5- — MF 4W rX 1�- (a co�'_ ILL I I CN a j-,MW �, - - I - LU > 1i - . (� � U-1 _� LU LL, k� 2 Z1. 43 a FU R. z5_ LL FL k. To the best of the Eng, �nkFeQS&InAtlion belief, the structural plan;4141' ra within these drawings comply, ing Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z (�4 0 2 N 1__q C) V) :3 t.0 C) > C:) V) M Ln V, :2 Nr En 6N 0) — Ln " LL z Ce U>% 00 < z E z LU W z 0 ED LL L, Z F_ v) a: uj ED Z z SIX Uj w a 0 0 0 z z < Z 0 a. W Z >- < U 2: < 7,- � LzLi ;-1 zz z a a: LLJ Lu R _1 00 U, U.) U LU C11 C:) 02 a. 0 z z M LU X: 02 Lq C:) Ln fI14 (**4 ul _j j L<u < < Ui ag 0 Lo Lj U 0 z LL 9 -0 Z Z s t �Z- Uj CY �) 2!� =, cz) z< Uj (LDLJ _j 8 p 9 � U, Q 6 2! _3 0 LU X �- n 2 > 9 0 -, 0 LL Z < x 0 0o M 0 0 e Cy 2: LL U) z XR 0 z < LU 0 I_- c) r.4 F- LL z LU > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. SS E CROSS BRACING DETAIL (TYP.)r i -� .., - -v , --v,`v SCALE: 1/2" = 1'-0" TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY NAILED TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) N. w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. Cg 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. /N 1 A DIAGONAL - AT 8'-0" MAX TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 0 TYP. TRUSS ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) TRUSSES..' SAM SES HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & -2x8 BLKING. NAILED @ EACH A BOTTOM OR USP RT7 I SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d W/ (14) - 10d X 1 1/2" EACH COLLAR TIE EVERY 3rd RAFTER ■= ' \`�=e ••D SCREW EACH TRUSS \ BEVEL CUTS PRE-ENG. TRUSS (OPTIONAL) CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS 2x8 #2 SPF RIDGE BEAM . 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: 1/2" = 1'-0" '---Z—WOOD TRUSS J A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" G _ zM o O z° z� Q O J o_ z O (1) C (Dm 'I—J w 0 — 0 W F- E �Vi o0 U IM E —0 M N �° M O 00 tU-0o C) 05 �o < 00) ° d: o`� o A 1 N C B D C tea, lol -� �" CD W 0M� LLI RL ILtlp (5°S1C"k W �m rN � 41� Lun)i@I Of G 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 �i'V Z O av N O 1,0 r>-+HMO M a�M Lr) a a)CL �Ln Vfu a00 Q E ... Z LU J ko d- °z zwLLL0 LL, UZ�O a z�<8x< Uz O_ Lu X :�wga w H &-oNI Q CCCC8 0Q� W a O M Z w & O Ln N fV Ln • �/� U) J J LU0¢ we� 1—Y DVS �� < Vv� w000� ~ Lu fu Z�Zw� zLl� Wa�.m=0f- o J /� VJ w Owza w a�F x00 1-1 N z O � V) `�xozza Ce O aa� ¢~LL z cV > g W Z O a Cf) SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and Seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER s DO NO' BOTTO F ANG SELF -ADHERED FLASHING HALF ROUND WINDOW NOT USED Scale: NTS 'in WEATHER /E BARRIER & �ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING NSHING 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 3/4"-1 BEAD OF CONSTR. ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WP( SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST STALL SELF -ADHERED ASHING JAMB & HEAD ASHING, SEE ANGEDWINDOW EE DETAIL WP01) _LF-ADHERED FLASHING, (TEND A MINIMUM 6" mRTICALLY FROM )TTOM OF SELF -ADHERED FLASHING PATCH WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED RUBBERIZEF, ACOUAl -r ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PP SELF -ADHERED FLASHING INSIDE CORNER Ground 7 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 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 feIt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAMDMA 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. 4. Continuously above all projecting wood trim. 3. Under and at the ends of masonry, wood or metal copings and sills. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 GaIv. 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. FBCR703.2 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of (D instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (16" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary M-01 -M-10 4 &M P A WP07 WP08 WP09 NOT USED NOT USED Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 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. /0'_� WEEP SCREED DETAIL 11-.� SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C 1063 Building Paper 7/16" O.S.B. sheathing Starnpede 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 0 Ce) 0 ID a ;7 (0 Z < Z L/) 0 U-) Lij 0 LLJ 0 0:� L/711 E 0 L/) F-- CD CINI tM co U_J 0 0 M co 0 'r- 04 aE -r ai .2 C) r- U_ 00 0) C5 r� CL CD < 0 0) 0 8 D, Tw` /r ce> C,4 to LID LO r- Cc, C4 � C, C'J 0 0 CD Z Co Z U1 :23 Co r C4 r.- t.L 0 U . . N. -�- I LU LLI LU .N W U Z -:5 0 ra W. < Z C� Z-) U1 .20113.2 LL M . Z Z I cc 0 C,4 LLI 0 co < _J 0 Lu ca El 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. C:) Z r_4 0 cu r--. 14 1 4 4-J C:) V) Z > C:) Lr) M Ln -2 L_ 1- 0 N a) - Ln L_ LL Z OL U>- fa CL 00 < E Z fu Z UJ C:) W _J C:) 0 C)� - LU U_ 0 Z U) LU Z U 0 0 0 >. Z < 0 Z Z 0 0. W Z < 2 Z Z Z Z � � Z E2 :5 Lu 0� - 0>- W U 0 Lo =D 3: U 0 o(I)a WO 00 U �5 LLj F4 Z C:) fy) 0 LU Z L4 C:) T__4 r_. Lf) U) (-4 (%4 Lr) < T__q UJ ZW LU < Z U 0 0 0 Z LU 0 0 0 U uEl - -2 ,71 M 0 Z E Z Z U_ 5 UXJ LU LU C U Z 0 0 LU 0 < U > 0u_ 0 a- rr UJI � � p X 0 =) =) �. on OC) R 0 2: 0 '0, U_ Ln Z Z < 0 C:) re) LLJ LU < a. UJ (=) I-_ U_ Z LU . . F- Z < > 0 3: Z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. W P 4 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approva Numbers 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 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 8X7 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 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors 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 Rsf 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. Cem lank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 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), XT25 (and AR), XT30 (and AR) FL5444.1 N/A B. UNDERLAYMENTS Tamko 15Ib Felt Underla ment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 NIA Florida Metal Products, Inc Vent RV10 FL2075.1 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Ha in Manufacturing, LLC O'Ha in's Cloakded Vent Tile FL16588.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 NIA Boral Tile Saxony 900 FL7849.13 - FL7849.16 NIA 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 FL13578.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 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 We erhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel 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, Inca 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 StockUSP A3 Connectors. Florida Statewide pproval No. Product FL1,7244.1 Evaluation Report Basis ESR-3455 Simpson StockA23 Florida Statewide Product FL10446.2 Evaluation Report ESR-2606 H D210-2 FL17232.3 ESR-3445 H U210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 H D26 FL17232.2 ESR-3445 H U26 FL10655.31 ESR-2549 H D28-2 FL17232.3 ESR-3445 H U28-2 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 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 H H CP2 FL17236.7 ESR-3448 H C P2 F L 10447.2 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 HTT4 FL17219.2 ER-0200 HTT22 FL11496.1 ES-0130 HTT5 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW30 FL17244.8 ESR-3455 HTSM 16 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT2 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT3 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 H U S210-2 FL17232.7 ESR-3445 H US212-2 FL10655.93 ESR-2549 H US212-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS28 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL24 FL17232.8 ESR-3445 LU26 FL10655.104 ESR-2549 JL26 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS28 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS46 FL17232.12 ESR-3445 LEGS FL10667.71 ESR-2615 KLEG3 FL17241.15 ESR-3444 MST60 FL10852.7 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA12 FL10852A ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 . LSTA36 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT208 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTT131 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTW12 FL17244,8 ESR-3455 LGT2 FL11470.7 SIM200803 LUGT2 FL17240.2 ESR-3447 LS30 FL10446.15 ESR-2606 MP3 FL17244.22 ESR-3455 A34 FL10446.3 ESR-2606 MP34 FL17244.23 ESR-3455 LTP4 FL10446.19 ESR-2606 MP4F FL17244.24 ESR-3455 LS50 FL10446.16 ESR-2606 MP5 FL17244.22 ESR-3455 WM1416 FL10667.86 ESR-2615 MPH3516 FL17240.3 ESR-3447 MSTA12 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA36 F L10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW20 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MUGT15 FL17240.5 ESR-3447 MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 PAU44 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PAU66 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PHD2A FL17219.4 ER-0200 CS16 FL10852.1 ESR-2105 PHXU3516 FL17241.20 ESR-3444 H1 FL10456.5 ESR-2613 RFUS FL6223.5 Evaluation Report H10 FL10456.6 ESR-2613 RS 150 F L17244.27 ESR-3455 H 10-2 FL 10456.7 ESR-2613 RT15 FL17236.11 ESR-3448 H10A FL10456.6 ESR-2613 RT16-2 FL17236A 0 ESR-3448 H3 FL10456.13 ESR-2613 RT16A FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT3A FL17236.11 ESR-3448 H5 FL10456.15 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5 FL10456,11 ESR-2613 RT5 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7A FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT8A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 SPT22 FL17244.30 ESR-3455 SP4 FL10456.43 ESR-2613 SPT24 FL17244.31 ESR-3455 SP6 FL10456.44 ESR-2613 SPT4 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH6 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SU H24 FL17232.14 ESR-3445 H H US410 FL10655.4 ESR-2549 THD28 FL17232.17 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28-2 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD410 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD412 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 MSTCM40 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report HHETA20 FL11473.9 SIM200802 UPHD8 FL17219.6 ER-0200 LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 N C_ U) C0 O O -6- 0 O 0- Q 0 O 0 N =3 -0 Mo � � O 0-O L LL O CO N EM p Q C I-- "O .0 U) nl w z z J PA Numbers PA1.0-PA1.4.dwf Tampa SHEET NO. PA 1.0 0 . Florida Department of Business & Professional Regulation Pop 1 .11 Building Codes and Standards Product Approval Application Detail raft entity or 21k 20 Data Pending 2§k 1111122 version Manufacturer contact VIldftd Illy Valifthid Submitted FBC A, —I ficeseved at", Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 0=612DIS 02/0=15 03/0312016 Apim—d Category: Eiderlor Doom (419) 2WI740 Management Institute (813) 787-8283 Subcategory 6WIrging Exterior Dow Assemblies riolovanybidigoonsultants. Compliance Method: Certification Mark or Luring Product Model, Number or Name OmPtyA�� Product Description A -mod for Use AwroM for the In oub4ft HVHZ Impact Realatent Defilaid P— a a, "Smootir-Startouet� and Squot.Banothmark by W and 6/0 Oparqual and Gkood Fiberourris Doorwith 12131/2021 NO Y" NO NIA Thome,TnAqual; and without Sideillass. 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Number or Name: ALL Productigloacrillod ; ALL Approved for use In HVHZ: ALL Approv, flortursoutoldoHVHM ALL IMPICut It"11111ft ALL Design Pines ALL Date From, ALL Do* To: ALL Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards 7r=15 Product Approval Application Detail rai P111 291 Data Pardoner 21k M012 version cwbt a Lk— Validated! Submitted FEC A-1 A—M Iwo Revision 2014 Clopay Buking Produw Capp" Mark Westerfield fraustakTaslingIS-1—KA, GaryPhuahle, 0S112f20ifi 03/1912015 0&21/2015 Approved Category Exterior Dows (613)T70-6062 Inc. - ETIAVamock Herary (513) 619-086 SubCobegonr Sectional Eet� Dow Assernbliser mwerrexiialdiliclopay.own Compliance Method: Certification Mark or Usling 2219 Product Model. Number or Name QuallityAusummuse, Approved for Use Abaroved for Product Description In HVHZ Donald, HVHZ Ir .. t DIn Resistant Pressure $7 037 WS-W PAN-IF1 51; 84A, 94, 73. 76, 11600,190. 76, Steel Pan (min. 26 go.) Single-Cor (up to OV wide) 05/21rg= No Yea No -30 PSF/42 78V 4RST, 4RSF, SRST, SRSF, 2RST, 48,42,55.48B, VvINDCOVE&N174; WS Daiwa Dow PEP 42B: 368, GOSS, GDSVV. GRIIS, GR69V, ARSS, ARSSV, EDSS,ED58V Search Criteria Code VmW: 2014 FL(k 15270.37 Application Type: ALL lemduct Mamulactum ALL Category. ALL Subcategory' . ALL Application Same: ALL Connote— Method: ALL Quality AM—. soft Contact Expired- ALL Product Model, Number or Name: ALL Product V-11ptlen: ALL Approved far use 1. KVKZ. ALL Approved for use, outside HVH& ALL Impact RMOrthent: ALL Design P— ALL Data I—: ALL Daft To: ALL Florida Department of Business & Professional Regulation Page I a 1 Building Codes and Standards 7n=15 Product Approval Application Detail ralla Entity 291 Do DOW Panacea Am Lft V-1- Manufacturer cents E,,h—r & Uo— Validated Submitted FBG A —I A—ved Staths; Rovis. 2D14 MI Wrdl— andl Dowa Brant Stlinger Lud. Robeft Lomas Steven M. 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P U.: ALL Data F— ALL Vote, To: ALL Florida Department of Business & Professional Regulation Pgeiof1 Building Codes and Standards 7r2=15 Product Approval Application Detail Entibir or 21h 2ift Date P"all" DOW contact Varldided Bv, Vallkhdod Submitted FOC Apser-al Awroved ima Breat Slanger UW Roberts, Lome Steven M. Union, PE 0613012015 06=016 07/06MM5 dhV FBC Appn (7M 386-33M PEZ14 (717) 932-8500 bolfirigerarnhird... Quality Assurance A--,d for Use A-,,,d ft, the lon" Design Product Description - In HYR outside HVHZ Reshitent P— SERIES GA 196 ALUMINUM TWIN SH NI 12131/2018 No Yea NO NVA CONTINUOUS HEAD AND SILL 88 11EX72 search Criteria Code Moral— 2014 FIL 15217.0 Application Type. ALL Product Msarursabs�. ALL Category: AL Subcategory: ALL Applies -Starres: ALL Compillarsen, Method: ALL Quality Assurron. Eatky Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ-. ALL Approved for — -laid. HVHX- ALL Impact Resistant: ALL D.19. P_..: ALL Data I—: ALL Data TO: ALL Florida Department of Business & Professional Regulation P.Pifl Building Codes and Standards IrAmili Product Approval Application Detail 22k Entity or no DAN, Data Pending 2ift M im version Manufacture cort-t Submitted FSC A.0-1 Aamannuil Rom Revision 2014 Therma-Tnt Corporation Rick Wright National Accreditation & Ryan J. ", P.E. 02f2e/2015 o2famlfi 0110=016 Approved Cateaw Exturicar Dome (419) 2WI740 Management Institute (813) 787-3283 Subcategory- Wnglng Exterior DowAssumbiles ComplarrCe Method: CerMCWJon Mark w Usding com Ck,ft�A—,— A,,—,d for Use Approved for Use agged Deakin filigull Product Model, Nwnbw or Name Product Destriction In HVHZ Caftside HVHZ Rwtt P- 6 f. &qul*pmmklm sefts&qwt;. Wotconstruction W ancl W OpoWe and C4axod Steel Dmrwkh 1201=1 No Yas No NIA Serleukiquot; and "Benchmark by ThermaTrullquol; Tramemns. With and without Skialiftes. linsuring and with "narrower ourtur.Ing Search Criteria Cod. 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Sliding E)dorW Dow Assembliss belifirigerarrhvd.com Compliance Method: Evaluation Report ft. 0 Florida Registered Architect or a I-loomard Florida Professional Engineer Product Me&]. Number or Name A--,d for Use Aeormout for Use Product D—duffor, In HV14Z Quivide HVHZ Honest D,1M ladeloWd 3 SERIES 42D ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM $Go REINFORCED OXO 12/31=15 No Y. NO NVA 145-3416quot�Sfukquot; Search Criberle Code Version: 2014 FIL #. 1=2.3 Application Typo; ALL Product Maumdact— ALL caterge'r ALL Subcategory: ALL Application SLY—: ALL C—pffa..Mdhd: ALL Oluality Assuramu, Entity Contralct Expire&- ALL Product Model, Numbaror Name; ALL Product Description: ALL Approved for use In RVHZ: ALL Approved For — Ouladd. HVHZ: ALL Impact Resistant ALL Design Prossure: ALL Data I—: ALL DOW To: ALL Florida Department of Business & Professional Regulation pope I of I Building Codes and Standards 7F2=15 Product Approval Application Dertall r"R Entiltv or 281 299 Data Pr.Fk. uw_ im V-1- Contact Validated By validated Submitted FOC Alranlryld A,-,d som ROVMM 2014 Clopsy Building Products Company Mark Weaterlield Intertek Testing Services NA Gary PNObW W11=15 03MW2016 owir=s Approved C.MOW E)dedw Dowt, (513)77DMU Im - ETLNVmock Hersey (513)51a.65N Subcategory. Sectional Exterior Dow Assumblies mWssirs"claclopay.own Compliance Method; Certification Mark w Udng Product Model. Number or No,, QuallivrAssuramm Approved for Use Awroved for I%, Product Description 1, HVHZ Outside HVHZ Im"Ot pashin Resistant P.—na, 83 083 W&IS PAN-21`163:84A, 04,73,76, 1500, 190� 4RST, Steel Pon (min. 26 gnL) Dobl%�Car (9`2"to 16'0' ofir No Yes No -30 PSFOO 4RSF, ORST, ORSF. 48,42, 55,48B. 42B, 55S. Goss. wide) WINDCODES#174; W5 Geroge Door PSF GD6SV. GR6S. GRSSV, ARSS. ARGSV, EDSS, rO5SV Switch Crbda Code Version: 2014 FILM 15279.63 Application Type: ALL Product L%nugocbmw. ALL Category: ALL subcaft-rin. ALL Application Stome: ALL Cmipli—Mati ALL Quality Asewsurce Entity Coomect ExplreM ALL Product Model. Nurialber or HMO: ALL Product Destription: ALL Approved for use, In HVKZ. ALL App— lo'—.UbO1d.HvHZ: ALL kq..t Resistant ALL Daerlign Pressure: ALL DOW F— ALL Dole To: ALL Florida Department of Business & Professional Regulation Pagalori � Building Codes and Standards Moors Product Approval Application Detail r2ge, M Do JIM DOW Pending 20 mm Version Motorboats contact & Li,— Valldated By Submitted F111C A—] A--d Amu Revision 2014 Hill Winclovs SM Drwo Brant Banner Luis Pobaft Lome. Steven M. Ukh, PIE 06rda"16 OSM2015 011MO15 cling FBC App Catsgorr. Wimicnva (717) 365-3300 PE-62614 (717) 932-85M Subcategory. 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HVHZ.- ALL lonpact Resistart, ALL Design P--: ALL Data Franc: ALL Data To: ALL Florida Department of Business & Professional Regulation Page 1 &1 Building Codes and Standards 7rMM15 Product Approval Application Detail Code Erdftv, or D1111 211a Data Pending 20 Im Varalon Manufachu contact Wfillated Bv, Submitted FBC Approval Aoreovid Rod Affirmation 2014 MI Wrnkffis am Doors Brant Sitting" UAS Roberto Lomas Steven M. Unich, PE GV30,2015 0002015 DS/10/2015 Approved category: VAnd— (717) 385-MOO PE-62514 (717) 932-BSM Subcategory. Horizontal Slider bottlingentiI.Id— Compliance Method: Evaluation Roportfrom a Florida Registered Architect or a Liceread Polift Prole"Wal Engineer ini Product Medial. Number w Name Product D—AU- for Use Aac—d for Use Contract Exhation Do(. In NvHZ Outside HVHZ Inmad D*WM P.Oftlent P— I SERVE$ GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 121311120111 N. yes No NVA 72)(54 Searoh Cdolds, Code Version: 2014 PL Ill. i=8.1 Application Type: ALL Product Manuftb~ ALL cowry: ALL Subcategory: ALL ApW. onSturtus: =ran" ALL Compliance Method: ALL Quality Entity Contract Expired: ALL Product Model, Number or Norms: ALL ALL Approved foruse In HVHZ-. ALL Approved for use Outside HVHZ'. ALL Impact ltaMhtont, ALL Design Pleasure: ALL Data I—; ALL Data TO: ALL Florida Department of Business; & Professional Regulation Page i d2 Building Codes and Standards Product Approval Application Detalf ggdt 20 2ft Data Pendim 21111111. mm Varelon, Manufacturer contact Enalneer&LIcamint Validated BY VIkltd Submitted FBCA,—I Aporoved slow, Rovelon 2014 Therrm-Tru corporation Rick Wright Lyndon F, Schmidl, P.E, Ryan J. Khog, P.E. 02002015 0113IP2015 021MOIS 041100,15 Approved Category, ExNOW Dome (4119)296-11740 PE-43409 (813) 787-5283 Subcategory. blivinging Exterior Dow Assemblies nolovenbitigoonsultOnts. Compliance Medm& Evai Report from a own Florida Registered Ahbd or 0 Licensed Florida Prolamcnal Engineer Ala Product Model- Numberor Name QualithfAssuranue ConflectExatrationplat Aboroved for Use Approvidl In HVHZ Outw. Iw 1. Deal - Resistant P—, 1 a- &qucd:FJbW-Cla5aIC": or &qwt,*Smooth-SW", 68030,'S &qWtNw4mpa&s4u(t Opaque Fiberglass 1213112018 Yea Y. No NIA Dow." &—p: 411houd SI&IINue) - OutoWng Q� OX or XO, OXO, >D(. OXXO Configurations) C-da Rest 21111 Onto Pending Dow im v"lon Manufacturer Submitted FIRCApproval Awroved Status Revision 2014 ThermsTle Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King. P.E. 06128*015 05agaois 071OW015 ding FEC, Apon Category! ExIerlor Dcora (419) 29SA740 PE-43409 (813)787-8283 Camp] as Method: Evaluation Report from. own Florida Registered Architect or a Doomed Florida Professional Englasor 21111.1 Pmd,,tMftl. Number"Name QualithrAostramoo Product D—fttl- A--,d for Use Awroved In HVHZ Outside for Use HVKZ 1, Deal- Resistant P—, I & "Filoff-Clossiollquot; or ".'Smooth-StariSquot; 615039:8 "N-4mpacMqut; Opaque Fiberglar. 1213MO18 Yea Y- NO NIA Doorwiffn & without Sideffle(s) - Ourtaiving (Y. OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Pa"Ifl � Building Codes and Standards 7f2=15 Product Approval Application Detail C-le D-to PA Data PWkw Data TvVe version MM`fiMV License Valkisted By Validated Submitted FBC Approval Appre-di status Animation 2014 N Windmes ancl Dows Start Shlinher Luls Roberto Lomas Steven M. Urich, PE 04130MI5 0413IN2015 05MW2016 Approved Category. Exted" Dows (717) 385-33M PE-82514 (717)932-000 SubCatagorlin. Bilking E-4erlor Dow ASOMblies ballingwannW.com Compliance Method: Evaluation Report from a Florida Registered AchMd or a Uo&rMJ Pwida P.fe..l .. I Engimser aw Prostudigodal. Number or Name Quaillor A—mr— summed far Use Aboroved for Use Product D—dotl,, Contract Exalraten Data 1, HVH Outside HVHZ moact Dealon Resistant P—, 4 SERIES 42D ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED 0>1� 12/31/2015 No Yea No WA XO'XX9B&qu.t;.G6&quol; Search Criteria Cod. version: 2014 Fl. P. 15332A Application Type: ALL ProductVaroloctum ALL Category. ALL Subcorboary: ALL Application Slarbas: ALL Cornpli Method: ALL Quality Assurance Endly Contract Expired: ALL Product Model, Numborw Name: ALL Product D—firtion: ALL App-M for — In HVHZ: ALL App-rad ftr ua* WbM* HVHZ: ALL Impact Rnfttait ALL Dealign Pn—ru-. ALL Dow I": ALL DOW To: ALL Sousch Criteria Code W.I.: 2014 FIL 4'. 15279.85 Application Typec ALL Productillanurrectu— ALL Category, ALL Subcategory. ALL Application Status: ALL Compliance, Method: ALL Quality Asearmuce Emily Contract Expired: ALL Product Model, Number or Name; ALL Product Dasualpti ALL Approved #or use In HVH7-- ALL Approved for use outside HVK2. ALL Impact Fballstainvic ALL D-lign P—re: ALL Dole F—c ALL DOW To: ALL Florida Department of Business & Professional Regulation Page I &I Building Codes and Standards 7=0=15 Product Approval Application Detail 22111 Entity or Dide lamillo, 2sk version Manufactu & License Valklated By Sudeniti FBC A,—1 Agaroverl awn Rovision 2014 Is Wild— and DOwS Brant Slangier Las Robeft Lomas Steven, M. Union, PE ow3mis 061=015 07IM016 ding FBC App Cabanew Wind— qmmsmw PE-62514 (717) =4600 SubCMMPW. Singto Hung tastling"crtwd.com Compliance Method: Evaluation Rapttftm Florida Registered Architect or 0 LI .. d Florida professional Engineer - - - ----------- -- --- ------ Quality A-- A,,rvd for Use Ausuronsull for Use W= Dead - lag Product Model. Number or Nam, Product Description cotrsot Eastragoo Do. 1, HVH Outeld, HVHZ R,,hftnt previous, 7 SERIES GA 195 ALUMINUM 8H SERIES GA 195 ALUMINUM SH NI 54X72 12/3V2015 No Yea No NIA Search CrIMI& Code Version: 2014 PL #. 16217.7 Application Type: ALL Product Mamuffactuw. ALL category: ALL b..tagwy: ALL Application Stahm ALL Compliance Method: ALL Quality Assurance Enthy Controevt Expired: ALL Product Model, Number or Name; ALL Product Doescription: ALL Approved for use In HVHZ-- ALL Approved for uou, outoldle HVHL- ALL Impact Restated, ALL Design Pressure: ALL Date From: ALL DOW To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7=016 Product Approval Applicaflon Detail Code Veroloo: 2014 Fl. #: 152118.2 Application Type: ALL Product Mwruftarltu�. AL.L colog-M ALL Subcasnl.ry� ALL Application States: ALL Cwrpfismc. Method: ALL Quality Assurance Elift Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In WRL- ALL Approved for use outside HVHZ.- ALL Impact Resistant ALL Design Pre—r- ALL Data I—: ALL DOW To: ALL Florida Department of Business & Professional Regulation Pop 1 .11 Building Codes and Standards 7=015 Product Approval Application Detail Search CrItorls Cod. Vwslon� 2014 FIL A'. Application Type: ALL Product Marnal-ftmer: ALL cathrew. ALL Subcategory; ALL ALL Compliance Method: ALL wer" o P ..tMd.1, urnbe,or am.: Product Description: ALL Approved for — In HVHZ: ALL Approved for — outrid. HVRZ-. ALL ImpactResistant: ALL Deals. P use: ALL Dow I—: ALL Data a; sasuchcrthurla Cod. vmlort: 2014 Fl- 01. 15332.5 Appk.0- 7M., ALL ProductManufacturar,. ALL Category, ALL Sub-tag—r. ALL Applicall Sam.: ALL C—pd— Method: ALL Quality Assurance Enft Contract Expired: ALL Product Model. Number or Name: ALL Product Deswiption; ALL Approved for use In HVKZ. ALL AppMad to, — ulam. HVHZ: ALL horpactiltesishar, ALL Design Pressure: ALL od. F— ALL Data To: ALL Florida Department of Business & Professional Regulation polls I of I Building Codes and Standards Irly2015 Product Approval Application Detail Search Cited, Cod. Version: 2D14 Fl. #: 15279.102 Application Type: ALL Product Marrulloolum ALL colies-rf. ALL Subcategonp ALL Application thertuou ALL Compliance Method: ALL Quality A—mence, Enft Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved far uov In HVH7- ALL Approved for use, oulaide HVH?-- ALL Impact Realstoft ALL Design pnes-te,. ALL Dole I—: ALL Code To: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards VIMM15 Product Approval Application Detail Beals, or am jkk Date Pordirm mm version Ifirsturfectar contact E,,h—r& 1-1— Valk[OW Ely V,]Mtd &bMbmd FBC A,—] A-,,,d Revision 204 MI WIrd— .0 Doors Brant Stinger Luis Robeft Lomas Steven M. Udh. PE oe/31VM5 0812612DIS 07/osols ding FSC Appp Category: Wnd� (In 3&1,13W PE-82514 (7M 932-MM subcategory. single Hung b.Ifflr".IWd— Compiler" Mtbod: Evaluation Report ft. 0 Florida Registered Architect or 0 Licensed Florida PrOmWonal Engineer Goolft A-- Juesuraved for Use A,,,,,d ft, It, Im Deal - Product Model. Number or Name Product Description Cmbect Fasirsti., Data h HVHZ Outside P— P.— a SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 1213112015 NO You NO NIA CONTINUOUS HEAD AND SILL 10BX72 NON IMPACT Cod. version; 2014 FL 9. i62il.8 Applicurtion'ryip.: ALL Product Manuaretwer: ALL Category: ALL subcategory: ALL Application Stat- ALL Compliance Method: ALL Quality Assurance Brushy, Contract Expired: ALL Product Model, Number or Name; ALL PmduaD—dpd-: ALL Approved ft, — 1. HVHZ. ALL AppronrodforoswouresideNVHL- ALL Impact Reslatent ALL Design P uns: ALL Data I—: ALL Dats, To: ALL Florida Deparliment of Business & Professional Regulation Page I of I Building Codes and Standards M20MIs Product Approval Application Detail Search Criteria Cod. Va.[.: 2014 R. 15288.3 Application Type: ALL Product Iftrushictwen. ALL Category: ALL Subcategory: ALL Applicalon States: ALL Compliance Method: ALL Quality Assmance Enft Contract Expired: ALL Product Model, Numberar Name: ALL Product Description: ALL Approved for — In HVH2. ALL Approved far — outsid. HVHZ: ALL Impact libalwune' ALL Design Pleasure: ALL Data I—: ALL DOW To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa Cn —00 > a) CD 0 0 0 " CM co n 0 CIO 0 CU (n 0 C CU = 0 0 = CU 4— 0 CU > Cn -0 W 'Cnu E " 0 0- 1E 7u, Ir M I (D C: 0 all -4--j Clio C/) 0 -'(5 (2) C-1 c- (D 0 (13 0f.0 > 0 L— CDL < C/) 0 Lee— n CD V) ICU En LU 77 z SHEET NO. PA 1. 1. 1 3. I a 0 � 0 . 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ALL Category: ALL Subcategory: ALL Appfta— Stames: ALL Compliance Maidurd: ALL Quality Assurance Entry Contrast Expired: ALL Poccluct Model. Number or M-4: ALL P.duct""'dirt! n: ALL Approved far on In HVHZ.- ALL Approved for uso outsido KVMZ: ALL Impact le"Istand: ALL Devign Pram m; ALL Data From: ALL Oat. To: ALL Florida Department of Business & Professional Regulation Pace, 1 or 1 Building Codes and Standards 720= 5 Product Approval Application Detail 29h Entiv, or ak Date Pending Data BM Version Manufacturer contact Enalmear&LImanse Validated 13, Validated Submitted FBC Amiroval A"Mmd stobA Affifirmation 2014 Mi Vinrrd� and Doons grant sianger LW$ Roberto Lomas Steven M. Urich, PE 05101=15 05MI12015 OWW2015 Approved Cabotior1r. Wnd"" (717) 36&Moo PE-82614 (717) 932-85W SutbC.00W. Fixed balifinipaC.IMI.com Compliance Method: Evaluation Report from a Florida Registered Archh"' or a Uowwd Florkhat Professional En"ar Productalodel, NuMberorkhana G,K,A-- A--,d for Usa AM ft., Use ProductDinscription Contract Enftd- Dide In KVHZ outside HVHZ Invest gas Design poleabbe 8 SERIES CA 195 ALUMINUM PICTURE WNDOW SERIES GA 195 ALUMINUM PiCTURE WINDOW 121311/20iS NO Yea No WA RECTANGULAR AND DESIGNER SmuctiCrIterlat Cod. Version: 2014 PL#, 15278.8 Application TyW. ALL Productlibinulawderar. ALL Catellorin. AL Subcategory: ALL Application Status: ALL Compillibrub. Method: ALL Quality Assurance Entry Contract Expired: ALL Pdurct Model, Number or Name: ALL Product D"dicti n: ALL Approved for use In HVH7-- ALL App— foruce-taid.hVIIZ: ALL Impact Resistant ALL D.Ign=u.: ALL Oct. I—: ALL DAM To: ALL Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards Product Approval Application DataH 901 Smith or Ra Ra Data fttwLw Version Manufacture, contact Enuirwar & License Valklated 8, Validated Submitted FOCApproval figartaxed Revision 2014 James Hardie Building Products, [no. Pingsheng Zhu Ronald 1, Og"a John Southard, P.E. 04130=15 041=016 05111P2015 00=015 Approved category: Panel Vwl. ") U9.2927 PE-24121 (SM) 4624074 SubC.1,9i Siding pinq"ng�h.@jarnmh. compliance Method: Evaluation Report from a die -in Flodde Registered Architect or a Licensed Flotil Professional Coginser Am" Product Mallet. Mumbor Name ---------------- --- QuallbrAmurmcf, AvomwedforUm A .. ad for U, Product DO1011,1101, In Outside HVKZ bnDW peaks, famished P—, 2 HardIsPlark Lap Siding I-P "V 01/0112018 yes Yea WA MIA Sffnh Criteda, Cc& Version; 2014 FIL M. 13102'2 Application Type: ALL Product Manurhctacmr� ALL category. ALL Subcategory: ALL Application Stidus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Namw ALL ProductDasuriplil : ALL Approved for - in HVHZ-. ALL Approved far - outield. HVH?- ALL impact Ractiltard, ALL Design Prem, re: ALL DOW I-: ALL D. To: ALL Florida Department of Business & Professional Regulation Page I a I Building Codes and Standards 7f2=15 Product Approval Application Detail Ertel 2111 Ra Date pendina DMO emu Validated Submitted FRIC Approval Awrovad 111111111 Kern Edon Zachary R ' Pdrast Looks 00Wd$n 04115=15 0411312015 00212015 061=2015 APPrOvad (417) 62448" PE-74021 (334) 300-180D ksrrL.wkm@W.k..— Q,Ik�A� Awmed forum Awarroved for Use In D"k, Product D—lotion contract E=lr&dm Deal In HVIIZ Outside HVHZ Res pmenews, Asphalt sehicatad organic fieft 02r2=iB No Yes WA WA Search CrUitile Cod. Va.[.: 2014 FL Ah 12328 A Application Type: ALL Product ALL eaw9ow. 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I-: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I otl Building Codes and Standards 7f2Q=I5 Product Approval Appilleadion Detail falkw Do no DOW padm Data n2l Version License ValkWMd ft Submitted F13C Aomoval Aw,,,d Revision 2014 Thompson Archilactural Metals Company. Inc, Scott Bro- James L. Buckner Steven M, Urloh, PE 0510112016 W292015 061 oerMO15 APPMVd Calatim: Roofing (813)24"66 PF�31242 (7M 932-8500 SubC."*W. Roolling Accessories that am an fivalidallowiQlrahoo.com Integral Part or the R.O" Syw. Compliance Method: Evaluation Report from a Florida RoglslwW Authilect or a Licensed Flolds Prolesslonal Engineer QualltvAssurranoit Approved IM, Uss Approved for Lis, lounect a Drakfib 8-# Pmducjt Model, Number or Memo Product Descried- Contract Exotration Data k, OUU*t. 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ALL Category: ALL Subcategory: ALL Application Status: ALL Complimem Method: AL.L Quality Assurance Entity Contract Expired: ALL Product Model. Nun", or MOM*: ALL Product Description: ALL Approved for use In Wilt ALL Approved for uss outside HVNZ: ALL Impact Reakifta, ALL in Pressure: Design ALL Oat. Foran: ALL Data To. ALL Florida Department of Business & Professional Regulation Pad. I ft Building Codes and Standards Product Approval Application Detail 2992 Enft DIM Dalut Pending Dam im Vem" Manuftecturs contact VIMS%d By Validated Submitted FOCAPerrannil Airmovad stable Revision 2014 MI VYIndinve SM DOM Brearit $Mnger LWS Roberto Lomas Steven M. Uriah, PE 0612912015 (XIM9120115 07105,2015 ding FSC AW Category-. Windows (717) 366-WOO PE-S2614 (717) 932-WOO subcatteepair. Mullane b,iffing.Q.ld.con Compliance Method- Evalkallon Report from a Florida Registered Arhftd or n Uanasd Florida profirml." Englinew lit" Product Model. Number or Name --------- ---- ------- ChWity A— Product Description Contra" Excitation Data Approved for Use Awrovoc! In Outside for Use kmxmt DaMom HYHZ Resistant p� 7 1445, 5347 AND 6547 VERTICAL MULUON 1445� 5547 AND 5547 VERTICAL MULLION 12131=15 No Y" Yale WA 8—h Cati. Cod. Version: 2014 FIL X. 15333.7 Application Type: ALL Produeftifi—fiacbmar ALL Category: ALL Subcategory: ALL Application Sexcus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Murder or Name: AL.L Product Description: ALL Approved far use In HVHL- ALL Approved fair — culled. HVHZ: ALL Ip.M Restated: ALL Design Pressure: ALL Date Front; ALL Data TO: ALL Search Criteria Cod. Version: 2D14 Application Type: ALL Categorr. ALL Application Stature: ALL Quality Assurance Entity Contract Expired: ALL Product Descrationt ALL Approved far w owsid. HVHZ: ALL Design Pressure: ALL Dal. To: ALL search Criteria Coda version: 2014 Application Type: ALL Categorr. ALL Application Status: ALL Quality Assurance Entity Contract Explmd! ALL Product Description: ALL Approved f - — - held. HVHM ALL Derals. lemmurs: ALL Daft To: ALL Florida Departireent of Business & Professional Regulation page I of 1 Building Codes and Standards 72=15 Product Approval Application Detail FIL 9: 15272.2 Product M .. lact— ALL Subcategory: ALL Compliance Method: ALL Product Model, Numbarar Name: ALL Approved far use In RVH?- ALL Impact RmIwcmt-. ALL Data I—: ALL Florida Department of Business & Professional Regulation p". I of 1 Building Codes and Standards 7r2=15 Product Approval Application Detail PIL 0�. 62,19.2 Product Menufacturw. ALL Subcategory: ALL Compliance Method: ALL Productilliod.], Numlimr.rNanno: ALL Approved forum In HVHZ-. ALL Impact RmIstieft ALL Date FMM: ALL Florida Departirrient of Business & Professional Regulation page I ct I Building Codes and Standards 7r2b=15 Product Approval Application Detail cod. Eft pLt, Do Oat, P,,dk, Data LM Version lawrodartubs Contact Validated Sy Validated Submitted POC A, —I A—d st-ft. Aberration 2014 Buret Roofing I MMiled-11.11. Jemmeft 'Mormer ICC Evaluation SeNloo, LLC Gary W. Wiliker 05129=15 05/21N=5 ON2,2015 Appmvd Category: Rooffing (602) 5154933 (208) 85"160 Subcategory: Roofing Tlea BoralRoofiroUSACtualfty, Compliance Method: Evaluation Report from alb —Loom Product Evaluation Entity QualitmAssumboa Aofirwed for Use A,—d for Us, baw Design I ,dig In HVHZ Outld, MY`K2 Resistant P—, Z4 Va. 900 MOM— Probe - Lake Wakes 12J31/2016 No Y. WA WA Search Crawls Cod. Version: 2014 Fl. V. 784914 Appk.d- Type: ALL ProductMenurfacturer, ALL Category, ALL Subcategory ALL A~on Stadan�. ALL Compila— Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Namp: ALL Produal)—listion: ALL Approved for — In MVH?- ALL App—odfor—owaidelfVNZ: ALL impact Resistant ALL Design Preastork ALL Oat. I—: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I ft Building Codes and Standards MAWS Product Approval Application Detail Stearch Cited, Cod* Version: 2014 FIL W. 15278.7 Applikard- Type: ALL Product Manufacturer; ALL Category: ALL Subcategory: ALL Application SMa: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Numberar Name: ALL Product Description: ALL Approved for on In HVHZ: ALL Approved for — oud.1do HVHZ: ALL trope Resistant ALL Design P—MM ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap 1 of 1 Building Codes and Standards 7r,=0115 Product Approval Application Detail Search CdOeflit Cad. Version: 2o14 PIL A 13192.1 Application Type: ALL Product M .. ledurer. ALL Caregorir. ALL Subcategory: ALL Appk.d- Starrus: ALL Compliance Method: ALL Quality Assurance Entity Ccnb..t Expired: ALL Product Model. Number or Name: ALL Product loariscriptionr ALL Approved for use In KVH?-- ALL Approved for we outside HVHZ: ALL Iniplua Resistant: ALL Design Pressure: ALL DOW From: ALL DO. To: ALL Florida Department of Business & Professional Regulation Pap I oil Building Codes and Standards lrAmis Product Approval Application Detail Cod. EnOW at 20 Do flatle Pending 20 im version Manufacture Contact Validated Bv Validated Subtabled FOC Approval Aw-d states Revision 2014 Certan-reefil Corporwilion-Rocillng Mark Herw Robert Nleminon John W. Kneaevich. PE 0312312015 03)16/20ia OW26=15 DO/2312015 Approved Category., Roofing (610)851ZU7 PE-%166 (954) 772-6224 SubCotegoer. Asphalt Shingles markd.harnerfisaint-gol, compliance Method: Evaluation Report boom a aln.cont Florida Registered A,.)- or. Licensed Fludid. Professional Engineer Ing Product Model. Number or Naam, ------- --- Auctioned forum Awroved for Use Product DmrWOM Contract Exu,nalm gm. In outside --- larmact Dealer pressum 1 CartalnTasd Aphft Roft Shingles 34.b, 44ab, strip (—tda, laminated and 07M=17 NO Yea WA MIA architectural qhM roolhlngles Search Crahnia Cod. Version: 2014 PL* 5444.1 Application Typo: ALL Product Mmulmhuen. ALL cataltorr. ALL Subcategory: ALL Application SM.: ALL Compiler" Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for — he HVHZ: ALL Approved for — oultsid. MVKZ: ALL Impact Resistant. ALL Design Preseure: ALL Data I—: ALL Dam to: ALL Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 7=016 Product Approval Application Detail Search Criteria Cod. Version: 2014 FL A 8219.3 Application Typo: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Stirtus: ALL Compliance Method: ALL Quality Aseumence roft Contract Expired: ALL Product Model, Number or Narow ALL Produ.tOwdirtlan: ALL Approved for use, in KVKZ: ALL App—M1 for — -laid. HVKM ALL knpct Resistant; ALL Design P—U.: ALL Data I—: ALL Data I.: ALL Florida Department of Business & Professional Regulation Pap I of 1 Building Codes and Standards 7=2015 Product Approval Application Detail Entliv or 2di Psk DtPndi,, Date mm V-1. Contact V.11dated Bv Valklatird Submitted FBC Arm —I A--d al" Affirmall. 2014 Bonal Routing / MonlerLifiefile Ja.mttTh.—. ICC Evaltration Service, LLC Gary W. YMIker 0512912015 O=Qwis OOM212016 Approved Catebory; Roofing (602) $15-033 (WS)854-0100 Subcategory: Roofing Ties Som]RooOngUSAQuvJfty Compliance Method: Evaluation Report from a Qbom.corn Product Evaluation Entity 0,111NAmurartme Awroved for Use Awroved lot Use 10= Decide Productomorlosom I, HvHZ Outside HVKZ Resistant Pressure 25 Vill. 900 Mdk,. Profit. - Denver 1231,12016 NO Yea WA WA Cod. Version: 20`14 PLC 7840.25 Application Type: ALL Product Manufacture. ALL cob.": ALL Subcategory; ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL product D—rilpflon, ALL Approved for — 1. HVHZ: ALL Approved ft — -laid. HVN7- ALL impact R"Istart: ALL DoWlin P—.- ALL Data I—: ALL Data To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa U) —CD > 0 C 1) r- C-) 16- Q) 116- 0- 0- = 0 0 L- CID -0 Q) n M C-) 0 -cu (n q —0 IM 0 0 LL uf-- 0 Co > Dn U) -F Cn E CO 2 0- ICU 0 40- 0- 0 14 z z LU mi Cin 0 (n 0 (3) (1) c- (3) 0 0— (10 CL a< 0 n U) M Cn Lij z SHEET NO, PA 1.2. k It It, Florida Department of Business & Professional Regulation page I of 1 Building Codes and Standards 7fM01 5 Product Approval Application Detail 201 Insist or Date 2ak Date PerAbo 20 mm Vinjon fill—fiewhims, Listener Ymikdbdiav Validated Submitted FW Approval Auctioned straw Affirmottlon 2014 Bond R00ugimonwrLimis Jemmett 1homas ICC Evaluation Service, LLC Gary w. worker 0=92015 05,2912016 DWMO15 Approved Category Roxg (602) 5164*33 (205) 85"180 Subcategory. Roofing Ties BoralRoolirgUSAChmility Compliance Method: Evaluation Report twor a aboral.com Product Evaluation Entity aw Q"ItvA—,— Approved Par U, Arseroved for Usse 1. HVHZ outside HVHZ I., D,,In F-Istan't P—ra 26 Val. 900 Madfurn Press - stocklon 1213112016 No Y. WA N/A SounchCritarls Code version: 2014 PLC 7849. a Application Type: ALL Product Marrufacminer. ALL Category: AL Subcatgoryt. ALL Application Statux: ALL Go Method: ALL Quality Assurance Entry Contract Expired: ALL -T!H�nno P, Modsl, Number or Name: ALL Product D"Cdptl : ALL Approved for um In WK?- ALL Approved for uses otassida KVHI-, ALL Impact Resistaft ALL Design P use: ALL Date From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Emkv Contact iWarmadThomes ICC EvskultiOn Service, LILC Gary W. 1hister (602)515.NM (20) 116"160 SonaltoofingLISAGuality Oborincorn Search Criteria Cod. Version: 2014 Fl. P. 7840.18 Application Type: ALL Product Ifinarl-fts— ALL Category: ALL Subcategory. ALL Application Star-: ALL Campilance, Method: ALL Madity Arnsumn" Busy Contract Expired: ALL Product Model, Number or Name: ALL Product Ifislacriptl : ALL Approved for wee In HVH7- ALL Approved for met oultud. HVH7- ALL impact Resistant: ALL Design P ure: ALL Oats Front: ALL Dide To: ALL Breach Criteria Code Version: 2014 Pl- M. i2SW I Application Type! ALL Product Ifisturfactures, ALL Category; ALL Subcategory: ALL Appilload"m Stt.: ALL Compliance Method: ALL Quality Assurance Entity Contra" Expired: ALL Product Model, Number or Name: ALL Product Deacriptlon; ALL Approved for uss, In KVHF-- ALL App�edfdr�wbWoHVHZ: ALL I.P-4 Rearratem: ALL a 19. Premium: ALL Data I": ALL D:: To; ALL Search Criteria Go" Version: 2014 FIL M. 19903 Application TYW. ALL Product Minsuftemiron. ALL Category. ALL Subcategorr. ALL AppOce Statuss: ALL Compliance Method: ALL Quality Assuranum Entity Coartnect Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for usto In FIVHZ� ALL App—illsoftemoub,101HIFM ALL Impact Ressistaft' ALL Deallin Pressure: ALL Date Prom: ALL ones To: ALL Page 1 or 1 TROOM15 211% 21W Date Pending, 14410 Submitted FBC, Approval Approved Stwx" owsmils o5rIM015 DO/0202015 Approved GuallbrAwasum— A--,d for Use Asentuved for Use Impact Dission Contract Exaltation Due In KVKZ Outside HVHZ Rosideber Pressure 1213112016 No Y" NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail s�hcr1wrl, Code V#mIW: 2014 FIL V. 2197-3 Application Type: ALL Product Manuffiactures, ALL Category. ALL suibcauso."'. ALL Applos on Stediss: ALL Compliance Method: ALL Quality Assurstroa Entity Contract Expired! ALL Product Model. Number or Name: ALL Product Deacripelon: ALL Approved for use In HVW?- ALL App—edibrusecuesid.HVII7. ALL Impact Resistant, ALL Deallin P— ALL Data F—: ALL Data To; ALL Page I of 1 742M15 Florida Department of Bu3lrim & Professional Regulation page I of 1 Building Codes and Standards 7=015 Product Approval Application Detail 22ft Endw or 20 21k Data Pending 11M version contact Validsilad BY Submitted FBC Amintall A on an va d stt. Affirmadon 2014 Scroll Roaffing / MonlerlAstfle Jorrinatt Thomas [CC Evaluation Service, LLC Gory W. Walker 0512820ili 05=015 OM202015 Approved Cartagorr. Roofing (602) 516,50W (205) 854-0160 Subcategory. Roofing Ties BorailloofingUSAQuallyr Compliance Method: Evaluation Report from a Qboral— Product Evaluation Entity Dal QuIlIvAinamwere Arm—od For Use Aporavid for Iman't Waken In outside KVHZ Reelecting preexure 13 Saxony 700 - Shalm, State ilamp; Soft Shalus Flat P10fia - swddw 12131120is NO Yen WA N/A $"Mh criteria Cod. V.ml.: 2014 FIL C 784913 Appk.d- Type: ALL Product Mwmftc1uw ALL Category: AL Subcategory. ALL Application Stadw: ALL Compliance Method: ALL Quality Assumno away, Contract Expired: AL Produrt Model, Number orthum: ALL product Dancription: ALL Approved for usse In WML- ALL Approved for man outside HVN7-- ALL Impact Reassburt ALL Design P um: ALL Data I—; ALL Dab Toz ALL Florida Department of Business & Professional Regulation Pap I or 1 Building Codes and Standards 7120015 Product Approval Application Detail Cod$ Eoft or 21111 Data ft"dbe Dow 1w vemia" Ithrofturtund License V81MAtAd Ehi Submitted FBC Approval A,—d sufts Rinuison 2014 Global Protection Products, I.I.C. qm Robinson WafterA. TOOK Jr.. P,E, John W. Knete". PE 051OW015 04124=15 WI 112015 06,23P2015 Approved Category: Shuffare (9U) 6119-7545 PE-44167 (964) 772-6224 Subcategory. Storm Parnals 11m.robinson6lippentcom Compliance stabodt FvWmhm Report from a Fl.rideRt,ghtlansdAr,hreux or a Lloormad Flodds pnorawand Engineer - ------ Product Me". Number or Name ----------- ------ - Product Descriation ----- - I ------ Approved fifir Lin Avar" to, use Connect Exultation Dide in outside HvHZ Imsa`c Design RIWt Pressed 1 20 Gag. C,*,.nkd Steel St.- P.sWHVHZ Corrugated Galvarriced Sent Stoon Parials retained 1213112015 Y. Yen Yes, NIA or not by beclus 1. provide hurricane prntecticti. Search Criteria Cod. Venslen: 2014 FL #: 15076.1 Application Typo: ALL Product M—firchs— ALL Category: ALL Subcategory: ALL Application Startue: ALL Coneplisaws. Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Near.: ALL PmductD..,W . ALL Approved for usse In HVHZ.- ALL Approved fir, — outside HVKZ: ALL Impact Reslatunt ALL Design P..U.: ALL Date I'mar: ALL Dishe To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PAP1,41 I 740=5 so" Entity or 211 um 0.1. Pendant 211 Lin version Submitted P130 Pastrami Asnumved R.vW. 2014 All Annerican Shuders and Glen Mike Brubled Frank L. Bernardo, P.E. Jorge A. Pomenant7. P.E. OU2712015 Appild For Categronn, Shu in (561) 712-9862 PE-OD46649 (VA) 3944621 Subcategory. Storm Panels milabilliallsonsedcarsbutte Compliance Mardnoth Evaluation Report from a recorn Florida Registered Arch— or a Licensed Florldri profiessional Engkines, Approved for Usse Awrovoc! for Us 1. Dimino PmducL Modal. Nurnberor Name Product Descrilotlan contract Exon"go Data In outside HVHZ R. P—m, I 2Zga, 2492 Steel Panel. 229a, 24ga Steel Storm Panals 12*102015 No Y. Y. NZA S"mhCrftda C.devorsl= 2014 FILM 13678.1 Application Type: ALL Product Manufacturer, ALL Category: ALL Subcategory: ALL Appked- Star.: ALL C—pikinc. Method: ALL Quality Assurence Entity Contract Expired: ALL Product Model, Nuridber or Name: ALL Product Doacription: ALL Approved for tran In HVHL- ALL Approved for mus outside KVHZ: ALL Impact Reshmmift ALL Deals" Preseure: ALL Date I—: ALL Deer To: ALL Florida Department of Business & Professional Regulation Page 10 1 Building Codas and Standards 7�15 Product Approval Application Detail Reft Entity or 20 20 Data Pnd1m% 00% 3�m Version monumcw Con Inalnear & Litim" vaimaw By Widened Submitted FBC Approval Aw—d Bill - Revision 2014 ITW Building Components Group Inc. Stuart LeMs [CC Evaluation Service, LLC Willorn M. Rarried, PE 03125WIS 03=2015 03/29MI5 Approvad C&Wgory,. Structural Cwponwft (000) 7116-8001 (4MS8I-iQI7 Subcategory. Truss Plat" wevinewpinal-com Compliance Method: EVEJWHM Report from a Product Evaluation Err* NMI Product Model. Number "anse QuallivArestaranot Our—ird for Usur flustrovirdforUss Contract Expiration owes 1, KVKZ outside HVHZ [,,act Design P—, 4 ITW SCG Vtave K40W Cormador Plate 12J31*140 Yes Y" WA NJA Search criteria Code Version: 2014 FIL M. 19994 Application TYW. ALL Product Manufactum ALL Category. ALL Subcategory: ALL Application Startus: ALL Consistence Method: ALL Quality Assurance Entity Contract Expired. ALL Product Made], Number or Name: ALL Product Descriptlers: ALL Approved for use In WMZ-. ALL Approved far — oulaild. HVHZi ALL Impact Resistant: ALL Design P—..: ALL onto Frown; ALL trade To: ALL Code vomlon! 2014 Fl. 41k. 2197.4 Application Irype: ALL ProductMarrulactimer: ALL calegow. ALL Subcategory. ALL Application Brain: ALL Compliance Method: ALL Quality, Assummor Entity Contract Expired: ALL Product Model, Number ov� Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for — .1sild. HVH7- ALL Impact Resistant ALL Design Proature: ALL Dab F— ALL Data I.: ALL Search Cmarl, Cod. Vanslon; 2014 FIL 7849.14 A~- Type: ALL Product Iftnuffiactimun, ALL Category: ALL Subcategory: ALL Applia. on Stess: ALL Compliance Modred: ALL Quality :suserence Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Dessorlpflow. ALL Approved far use In NVN& ALL Approved for — oulaild. HVNL' ALL Impact Reslatord, ALL Deals. P—U.: ALL Data I—: ALL Data Y.: ALL Florida Department of Business & Professional Regulation Pap I or 1 Building Codes and Standards 7f2 OM 16 Product Approval Application Detail 2291 Eaft 29k 21k Drum Pending Data, mm Vandon Lim, Vatidaild Bir Validated Submitted FSC A, —I Apsx—d Revision 2014 Global Protection Products. I.I.C. 'Um Robinson Walter& T1119,11r. P.E. John W. Kneevicli, PE 05/00112015 042412018 05111/2015 OW312015 Approved category: Shutt.. (W) Boo-760 PE44167 (04)772-8224 Subcategory. Storm Parms ths.roblimmilligippervLoom Compliance Method: Evaluadw Report Imm, a Florida Regisroved Architect or a Licensed Florida Prolessional Engkuw AMA ---------- Product Model, Number or Name QuallIvAsturimboa Product Dwiladon Awroved for Use Approved In Outeid,-KVHZ for U, larount D-1., Resistant P—, 2 24 Gage Gah—d! Steel Sears P-e&MWHZ Corrugated Galverilced Steel Storm Panels retained IMMOIS No Y. Yen NIA cr nor by tra&z to provide hufficare protection. Search Critelli Code Version: 2D14 FIL 0: 16078.2 Applitudion 7yp.: ALL Product Msmufimtu— ALL Category: ALL Subcategory: ALL Application Stan.: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Nim", or Nam.: ALL product Description: ALL Approved lor.. In HVH?- ALL Approved for use, oublide HVHZ-. ALL Impact Readtant ALL Design P—ma: ALL Date From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deftll pap I or 1 742=15 GM M Oak Date Pearson Oak I= version validated Submitted FOG Aperavad Ammanped own ROW. 2014 aw Building Components Group Inc. Shot Levile ICC Evaluation Barrios. Ll-C VOIsm M. Randerl, PE 03/2&2016 oarmols 03PMOIS Approved Category: Structural Components (800) 765-04101 (407) 681-1917 SubC.taqW. Tnurn, Plat. slowlsiiralpinellbcon, Compliance Method: Evaluation Report from a Product Evaluation Entity 2allixAlififinatia. Approved for Lim Amprovied for ififigild passing, lag Product Description - - in Outside HVNZ p�kum pleasure I ITVVBCG ff4hw Strength (H livirrip; S) Metal Connector Plane 1213INM Y. Y. WA N/A Search Criteria Code Version: 2014 FIL k. 1990A Application TYW. ALL Productislarturfischimer. ALL Category, ALL Subcategory. ALL Application But.: ALL Compliance Method: ALL Quality Announce Entity Contract Explmd: ALL Product Model, Number or Name; ALL Product Description: ALL Approved for usse In HVH� ALL Approved for — outald. HVHZ. ALL Impact Resistant ALL Design P—u.: ALL Data Fron: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I f I 7r1uW15 Cod. 20 20 Date Perefirds Data mm Vanslorr Manufacture contact VaikkOd By vall"led Submitted ENApprovusi Approved Stakes Ravi 2014 MITsk Industries, Inc. David ~ )CC Evaluation Service, LLC ICC Evaluation Service, 0613MI5 0811112018 0710502015 Approved category: structural Components (314) M-700 LM Subcategory. Trusts Plarbus dwerbiltmiLoom (205) SW9800 Compliance Method: Evaluation Report from a Prodmi Evaluation Entity lag Product Model. Number or Nestle Amm"d for Product Description Contract Exaltation Date In NVHZ Outelds HVHZ Impact paleks. 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ALL Compliance Method: ALL Quality Assurance Kruft Contract Expired: ALL Product Model, Number or Nams: ALL Product Description: ALL Approved for use In KVHZ; ALL Approved for — outside HVHZ: ALL Impact Resistant. ALL Design Preasurat: ALL Data I—: ALL Dals, To: ALL Florida Department of Business & Professional Regulation Pateldi Building Codes and Standards 7r4= 15 Product Approval Application Detail C96 Entftv or 2ak Mk Date Pendirm 911111 im version Contact - . - .. a validated B, validated Submitted FOC Arms"al AmmovId awwa Revision 2014 ITW Building C-porsents Group In., Stuart Law. ICC Evaluation Service, LLG William M. Renton, PE =2512015 =2012015 OW00115 Approved Category. Structural Comporrunts (WO) 7654tol (407) 681-1217 S.bCM"W. Truss Plot. Compliance Method: Evaluation Report limm a Product Evaluation Ently Quenh, Assurance, Approved for Use Awroved for Impact D"bn Product N In Outside HVHZ Raslate", P—M 2 lTW BGG Hnge Mat. 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ALL Approved for me outside HVHZ: ALL Impact Resistant: ALL Design Prearsure: ALL ones Fronn: ALL ones To: ALL Fug"I"ri I 76MM15 Florida Departimsent of Business & Professional Regulation Pao I or I Building Codes and Standards 712)MIS Product Approval Application Detail 92111 Erift Data Data Pennine ones mm version Manufacture Contact En,k—r&Ll— VIldtd Valhktd Suburban FBG A-rowal Approved Shmer Rinrlslon 2014 Bol" Engineered Mod Products RobeitTaylor ICC Evaluation service, LLC APA - The Engineered 05127/M5 05/08=15 08/02)2015 Approved Category. Structural Components (541) 826-0200 Mod Association Subcategory: Engineered Lumber roberWor6tocom (263) $20-7467 Compiler. Method: E�Wusfiw Report from a Product Evaluadon Entity Quash, A. . . A—d! for U" Auxtroved for U, its= D.I., Product Deacriptism Contract RxWradon Dalso In HVHZ Outside HVHZ PM[dbnt Pressure Verma-Lam, Larninsted V— Lumber 01101r2m No Y.. WA N/A 8�h Criteria Code Venslon: 2014 FL V. 1044.1 Application Type, ALL Product Manurractomr. ALL c0laqw. ALL Subcategory: ALL Application Stause: ALL Compliance Method: ALL Quality Assurance Badly Contract Expired: ALL Product Model, Number or Name: ALL Product D—riplin.: ALL Approved for — In "VKZ ALL Approved lot user wasWe HVHL- ALL Impact Realwhat ALL Design P—.- ALL Date I—: ALL Daft TO; ALL PA Numbers PA1.0-PA1.4.dwsaf Tampa a) a) r- (n > a) U 2 0 0 a) = -0 L- 0- 'En U) a) a) 0 .= = 0 — = 0 a) 0 0 Lj- 0 > (n -0 a) (n E 16- -4-0 CC 0 0- C- M -0 110- . C 0 z z V.j W Cin L. 0 (1) "10 U) LU z -+—j (D W 0 L- CL 0 (3) U) M 00 SHEET NO. PA 1.3 0 T Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i di I 7=201 5 Oft Enthrvor Rat 20 DWftdb, 20 11102 version contact Validated BV Validated Submitted FW Arr—I Approved Revision 2014 Bolas Engineered Mod Products Robed Taylor ICC Evaluakn Service. LLC APA - The Engineered 05M712015 06100=16 081=15 Approved caboory- Structural Components (641) 826-02M Wood Association SurbCotagorr, Engineered Lumber braityombo.w. (253) 520-7467 Compiled. Method: Evaluation Report from a Product Evaluation Entity QuallirwAssuranes Apourv-dAcrUse Approved for We kilglig Design INA Product Model, Number of Name Product 13—holdo Common Whation Date In outside HVHZ Rawlidon P.M. I AJS.M.W Wood &q..t;l" Junta 0110112035 NO Yea NIA NIA S—h CrIlarto Code Version: 2014 FL M IWA Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application, Shatus: ALL Compilawe Method: ALL Quality Assumune Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Docriptl ; ALL Approved for use in "VHZ- ALL Approv fmua*outsWsHVHZ ALL Impact R..Istaft ALL Design P UM! ALL Do% I—: ALL Do% To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail sounch criteria Cod. Vwnslim; AD14 FIL 0: 163DA Application Type: ALL ProdwtManuftecturar. ALL Category: AL Subcategory: ALL Application Starturs: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product 0".dpd-: ALL Approved for use In HVHL- ALL Approved for — outaid. HVKL- ALL Impact Resistant ALL Deallin P_U.: ALL Date From: ALL Dow To: ALL soexchcriterla cod. vended: 2D14 FIL 0: $527.2 Applicatican Type: ALL Product Mortufloctow. ALL Category: ALL Subcategory. ALL Application Status: ALL compliance Method: ALL Quality =uranm Effigy Contract Expired: ALL Product Model, Numb., or Name: ALL Product 11somptl : ALL Approved for uw in WH7- ALL AppMed for outside HVKZ: ALL Impact Resistard, ALL Design P ALL Data I—: ALL cars To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Criteria cod. version: 2014 FIL V. 1774 Application Type: ALL PrdtWMnf-W— ALL Category: AL Subcategory: ALL Applicadost Stalms: ALL Compliance Method: ALL Quality Assourance Entity Contract Expired: ALL Product Model. Number or Name: ALL Prod"all)—liflil : ALL Approved for man In "VH7-' ALL Approved for usus outside HVRZ-- ALL Impact Resistant ALL Dowlim Prossurs: ALL Date From: ALL Ideas To: ALL Peco*m"Is' I latO20,121D'151 I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.Pi.fl I 7mlnoia I 2291 20 20 list, Ponds, 21k mm V-1- & Lk— Submitted 1780 Approval A—d at" Revision 2014 Weyerhaeuser Jim Anderson [CC Evaluation Service, LLC Jmne%&Rmh—.P.E. 07/DS,2015 002120ili Valklated castrow struawrod Components (M) 9244084 (608) 224-5513 SubCotagann Engineered Lumber jintanderson2iiilweyerhass Compliance Method: Evellustion Report from a usar.com Product Evaluation Entry Approved for Use Approved for use [in Deals, S`m# Product Model, Nuarbor or Nam, Product Description Contract exultation 00 In HVH outaw. HvKZ Resistant P to — re I Til 110 Prefabricated Wood I -Met 03131,2017 NO yes WA N/A Sawarch Criteria Code Version: 2DU FIL P. IMA Application Type: ALL PraductIfisnuflactund,. ALL Category: ALL Subcategory: ALL Application lownw: ALL compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL FroductDorscrittlow ALL Approved for use In HVHZ,. ALL Approved for — outside HVHZ: ALL impact Realstea. ALL Design Prosonne: ALL Date Frods: ALL Date TO: ALL search Criteria Cod. Version: 2014 FL #: 1830.5 Appilration Type: ALL Productillanufftluw. ALL category., ALL subcatag-f. ALL Applicalloin Status: ALL compliance Method: ALL Quality AUUM00 Entity Contract Expired: ALL Product Model, Number or Namin ALL product D..Apd-: ALL Approved for use In HWZ-. ALL Approved for was ouladri. HVHZ: AU Impact Restritaft ALL Design Pressure: ALL Data Frown: ALL Dab T. ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Critarlit Godo Version: 2D14 IFIL 0: 8527.3 Applkation Type: ALL Prodoctillamdoclumn ALL Category AL Subcategory: ALL Application status: ALL Corsph .. Method: ALL Quality Assomance Entity Contract Expired: ALL Product Model, Number or Nome: ALL Product Deamulpti.ft: ALL Approved for.. In WHZ- ALL Approved for use oularM. HVHZ-. ALL Impact Resistant ALL Doolim Pressure: ALL Dot. I—: ALL Dato To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I a 1 1 70=16 Pop I of I I 7=42015 Entity or 20 20 Date Pending Oft Man version Manufacture con Enalmer&LIcimeo Validated BY Validated submillod RIC Approval Awroved status Ravel. 2014 povions Steel Inc. W1111ran povers Steven W. Schaub SAMUrLA. OW&2018 0312312016 0&13w015 osaw2olb Approved category: Structural Component. (602)437-1180 PE-805119 GREENBERG, RE, Subcategory. Products Introduced as a Rmll of bill4powerssileel— (813) 645-0168 New Technology Complianct Modnod: Evaluation Raport from a Florida Registered A.W"" or a Licensed Florida Professional Engineer QsdW A-- A--,d for U, A -maul for Us* Im, ocalon AR9.1 Product Deacriation In HVHZ QuIlK, HVHZ loselot. Pressen. I PSbox8LT, PSIxudILT(S-rda) Pmoom Stel Into. .. Field assembled Intel. 0112712018 No Y. WA N/A oundstfing of preformad a" Wells combined vAth cancrele masonry units. grout, and steel mkftrdng b— linrch Criteria Cod. Version: 2014 FL #-. 545D.1 Application Typet ALL Product Vanuftect— ALL Category: ALL Subcategory: ALL Application Stamos: ALL compliance, Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In 14VHZ* ALL ApplVirdri for cas outside HVHZ: ALL Impact R.W—t ALL Design P ALL Dot. I—: ALL Do% To: ALL Florida Department of Business & Professional Regulation Building Godes and Standards Product Approval Application Detail PZ='Zilb I 22ft suffix or 29M 21112 Dab Pending 20 LM yoolon submitted FBGA,—I A-m-d surtuse Revision 2014 Weyerhaeuser JIMArderearn ICC Evoisrallan Service. LLC James A- Rothman. P.E. 07108MIS OW1212015 Validated cateow Structural Gornponeft (253) 9244084 (ON) 224-6513 SubCoOgwf. Engineered Lumber jim.anderson20wayerhoo, compiled. Method: Eyalustion Report from U80r.00m Product Evehiation Err* Quality Assurance Approved for Use Ancroved for Use know; Dooket No Product Mothal. Number or Name Contract Exabstion Date In outside HVHZ Real Pressure 2 TJI 210 Prolsixtfted Wood ljoid 03MI/2017 No Yea WA NIA Sourch COW, Code Vital— 2D14 FIL #.' 1630.2 Appliestior, Type: ALL Productidanuftictmor. ALL Category: ALL subcategory: ALL Application Status: ALL ComplioncoMothed: ALL QualltyAssummes Entity Contract Expired: ALL Product Model, Numb., or No..: ALL Product Dowuniption; ALL Approved for use In WVH7- ALL Approw foruestoutoldsHW7- ALL Impact Roolstam: ALL Design P ro ALL Dab. Froad: ALL Dow To: ALL SearchCriteda Code Vorelon: 2014 Fl. #.' 1630.0 Application Type: ALL Product Mormlisclurarn ALL Category: ALL Subcalegonn ALL Application Statoo: ALL Compliance Method: ALL Quality Aremnance EOW Contract Expired: ALL Product Model, Numb., or Name: ALL ProdwDenualpil n: ALL Approved for — In HVHZ-. ALL Approved for tons outside HVNZ: ALL impact R.WWRI: ALL Doolgin P—u.: ALL Dd. From: ALL Vale To: ALL Cod. Version: 2014 FL 0. 6527.4 Application Type; ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL QUAIIIYA"UM" Entity Contract Expired. ALL Product Model, Number or Norm, ALL Productil)"Criptil A; ALL Approved for — Ir. HVNZ- ALL Approved for mor outside KVKZ: ALL Impact Readalwart ALI Doollin P—..: ALL Dot. I—: ALL Varts To! ALL Florida Department of Business & Professional Regulation PagaI&I Building Codes and Standards 7=015 Product Approval Application Distall Code 291 20 Data Poraffors 211k Tyne vortion Manufacturer Contact Enchuntriki-low, Validated Bv Validated Submittod FBC Aporoval Authored AMA Revision 2014 povvers, at"[ Inc, .1111am Proved; Steven Saboub SAMUrL A. 031262015 03/22W2015 OarM2015 06r2?J2015 Approved category. structural components (002) 437A 160 PE410509 GRErNBERG, P.E, SubCat.gonn Products Introduced as, a RMN of b1fiCipmaer."Loom ISIS) 848-0168 Nes, Technology Contpliance Method: Evaluation Report from a Florida Registered Architect w a Llosmadl Flodda Prorse.lomw Enhunar A--,d forl.l. Aparoved for Use Impac pooker, INA Product model. Number or Name Product peacriatinuft Ocrutwi, 9"Indion ones In Outside HVHZ Resistant P—M I Powers= Untols Pmyers Steel Umbels a. field maraftled consisting 0112712015 No Y. N/A NIA of preformed steel Intals combined Rh brlk or concrete masonry units. grout, and steel ralrdbrdng here. S—h Criteria cod.V—I.n: 2D14 R. #. 11383.1 Appitcathan Type! ALL Product AFAmdectumn, ALL Category: ALL Subcategory. ALL Application Status: ALL Compliance Method: ALL Quality Asernance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVNM ALL Approved to, — aut.1d. HVHZ: ALL Impact Resonant, ALL Design P—una: ALL Date From, ALL Dab TO: ALL Florida Department of Business & Professional Regulation Pop I a 1 Building Codes and Standards Product Approval Application Detail 9291 2Kk 2101 Dot, PnU- 201 V-1- En,k—,&Lk— submitted FSG AW—I Awmved Stan, Revision 2014 Wyh— Jim Anderson ICC Evakieflion Service, LLC James A, Rothman. P.E. 07IM016 05112=15 Validated CKWrF Structural Components (253) 9244M (608)224-5513 Subcategory-. Engineered Lumber JmAndanxm2Qweysdhw Compliance Method; Evaluation Report from a uxur.com Product EvaduafiGn Entity 220 Proation Model. Number or Nome Product Dg*CrkAWd 3 TJI 230 Prefabricated Wood IiWt Search Crbda code version: 2014 FIL AF. IM.$ Application Type: ALL Product Manufacturer: ALL colagwy. ALL Subcategory: ALL Applicarthm Statuou ALL compliance Method: ALL Quelfty Anumure Entity Contract Expired! ALL Product Model, Number or Nome: ALL Product D—won: ALL Approved for use In NVKZ; ALL Approved for — outside HVHL- ALL Impact Realstaft ALL Design P—cure: ALL Date From: ALL Does To: ALL Quality Assurance Approved for U Approved for Use Impact Vindon Contract Expiration Data In Outside HVH R.Liwd Present, 03131/2017 No Yea WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search CrUrk Code Version: 2014 FIL It: 6527.1 Appk.8- Type: ALL Product Manufacturer: ALL category: ALL Subcourgohr. ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Number or Nome: ALL Product Dnerhationi ALL Approved for — In HVHZ ALL Approved for one, outside HVKL, ALL Impact Resistant ALL 13.19. Press ALL pass I—: ALL Date TO: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Parpmm"451 I Pago, I of 1 7rMW15 92ft Entity 20 Data Dot* Pending 20 L= version Manufacturer Engineers License Validated By Validated all FI3C Appronrall Awr*W Status Revision 2014 CAST-CR`1rE USA Inc. crag Pradno MlamWado SCCO - CER ~-Dacl. 13=0 - VAL 03116/2015 02r24W5 03jisnois Approved Cobegarr Structural GGMWWft (813)6214641 (786)315-2590 SufloGdopmr. Products Intoduoid! as a Result of cparrintCcastanxiscom Nem Technology Compliance Method: Certification Mark or Listing Eta Product Model, Number or Nome I High Strength Concrete Locals search Criteria Code version: 2014 Application TVW. ALL Category. ALL Application Staturs: ALL Quality Asourance Entity Contract expired: ALL Product Description: ALL Approved for — oubst. HVNZ: ALL Design P—u.: ALL rude To: ALL Produetthrocription 4, k 8. and 12 " wide, Intele FL #: 158.1 Product Mortufttwer, ALL Subcategory: ALL compliance Method: ALL Product Model, Number or Nome: ALL Approved for use, In IfVNZ-. ALL Impact Resistant ALL Dot. I—: ALL 0,1*,A—,,, Approved IlenUse Approved for Use Immor Doolts. Cambrian Expiration of& 11111M outside HVHZ Reafthout pressons 062U2016 Yes Yes WA WA Cn > a) 2 2 0- 0 0- CU -0 0 C= a) CU 0 0 M 0 2 0- - C: 0 0 0 L;--; M U- "- 0 CU > 1E -0 a) E L- 0 a) -&--# "0 0- CWU -00 z z LU Mj CIO all 0 a) ry W LU (3) C— W 0 L— CL 0 :3 0 0 CIO M PA Numbers PA1.0-PA1.4.dwf Tampa SHEET NO. PA 1.4