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HomeMy WebLinkAbout6468 Paden Wheel St� • IBC I II. nn •u A �.I f. ��,.... , ..r ' r •r —_ __—__—��. I I 1 �L - -11 _• . I . I - .�-.� L ..-� __ .��� _ r �. _ _ o�.� - �. — — — _ � .. �111 RL A 0 n 0 (_�t_ e INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET AU WORK SHALL � y WITH ! ,7EVAILING __ CODE�'Ft�")IRiDA t ,d cOi•, N' 1 1st FLOOR PLAN NATIONAL ELF(;Tc rcNILL3 2 2nd FLOOR PLAN AND 7" E � - -- 3 EXTERIOR ELEVATIONS - FRONT/REAR ORDINANCES 4 EXTERIOR ELEVATIONS -SIDES VIE �4TF U-(�. 4/25 ROOF PLAN 6 1st FLOOR ELECTRICAL PLAN CRY ( �IGt"�i 7 2nd FLOOR ELECTRICAL PLAN PLANS 8 FOUNDATION PLAN 9 ROOF FRAMING PLAN 10 UPPER ROOF FRAMING PLAN L1 LINTEL DETAILS i '- 1 T ��-1 C- I T_�` I- C_ C _. �_ � 7 ,[ - � 1 ? - ) �- T �_ I SN STRUCTURAL NOTES -- T _ J � � 7 �� � _�_ 7F-Z � T__ [ - T I. -� J Z SN1 DETAILS [ T �` J-. up �_. _T l I - 1 I r - �_.T I 1� [ �_ 1..ti J._ J L T t [ I - IT T 7_1­ t -_T �. l_ S3 DETAILS -r-1TJ._ S4 DETAILS 1 �= TT ..0 T L J 1 _ [ C l_ I 7 J L [ _ l _[ -�-� _T T _-CTJT.J I _ _ S5 DETAILS j \ ? i J 1 -� ( C_ - [ J 1 _ l [ L _I ( S6 DETAILS -- �_ r� �. r - l -I _J _ I Z ~� :i _ �` �. _ ST STAIR DETAILS I� _� I _C_ .�.. l I J.1. Z.r TCTS -Z_ -�. _ZJI . _ T [T .. L.1 lam I T� l _I._ �_ 1 f _. J. T _I _l l C T- l , _..._ I T.. l _ �.. l _ _[ __ T T T. I__ -I- �.- SS RETROFIT DETAILS r�[� �� -7", r ` r rr� ��r -r l -r- > r > .. T 1 _ T 1 D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS - - - - WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMRFRS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ABBREVIATIONS -- — f f J_ [_T -- PA1.3 PRODUCTAPPROVALNUMBERS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius '' ' ��� �\ l__7 1 - � — Abv. Above F.PI. Fireplace Ref. Refrigerator - - Req d. Required A/C Air -Conditioner Ft. Foot / Feet _ -- Rm. Room T_ _ � _ _ - T �`� � _ � �_ �1 . _ Adj. Adjustable Ftg. Footing .. Rnri Rniinfi �- __ �_ . I _ T I I_ .-1Qj-�_ A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet FX Fixed Galv. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. -----,\ =00 - --- -- - ( B.F. Bifold Door G.T. Girder Truss Sheet Bk Sh Book Shelf Hdr. Header SHT Sheet ` Bm. Beam Hgt. Height S.L. Side Lights - - -- -- -- -- BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered Thik,n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block - - Col. Column Lay. Lavatory Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry — -- C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum TYp• Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 05-24-07 8.12 CHANGES PER RED LINES FROM SHAWN REED 05-29-07 9.13 CHANGES PER 05-25-07 RED LINES FINAL REVIEW FROM SHAWN MEAN ROOF 15 FT. HIGH TYPICAL REED FOR SINGLE STORY HOMES 06-04-07 10.14 SHELF REVISION & COLUMN RELOCATION 06-04-07 PER SHAWN REED MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 06-12-07 10.15 FLOOR LINE, SHOWER REVISION 06-12-07 PER SHAWN REED THIS DRAWING AND DESIGN IS VALID WINDOW OVER ENTRY ADDED HVAC PLAN AND MODIFY GARAGE FOR 12 MONTHS AFTER THE DATE IT 02-12-08 10.16 DOORS PER SHAWN REED IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 05-13-08 10.17 ADD WINDOW PRESURE CHARTS TO FLOOR PLANS AS PER SHAWN REED Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed In the titleblock of these 02-11-09 10.18 CODE AND HEADER UPDATES documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to 09-1-09 11.19 CHANGES PER RED LINES FROM SHAWN REED review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not 09-1-11 12.19 VALUE ENGINEERING E responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be In accordance to the 03-05-12 13.19 BUILDING CODE UPDATE information found in these documents. Any questions regarding the information found In these plans should be directed to our 08-28-14 13.20 ADDED ELEVATIONS "F" & "G" Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without 09-03-15 13.21 2015 NEW CODE UPDATE advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the 05-02-16 13.22 PLAN REVISIONS PER MARK KIPP agreement. (D Z Z Z Q z CZ N 4-J w Orop •U _ — O LLt Lh �- ru U .� ~ LLJ in mM `L Of S `�.gg c o A ' B D. v c•a D"r SE ii 4t <jTLq W ESSt LLZ r� 51 s4143411` O❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N Ot� � M O M m Ln N Za�a'-' O Ln Q L LL- a ,-% cn a Z00 E 'S ry W J J Z a00 zr�Pia O � Ln N Ln o Q z W god c'vv LU (LLLI I— = s (A >- M �w gig ui ,.�°Is ui ZLU .. Z OCL J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. C S ristruction and handrail to conform to the section R311.7 r height: maximum riser height shall be 7 %". The greatest riser height within any I of stairs shall not exceed the smallest by more than Y8". d depth. minimum tread depth shall be 10". The greatest tread depth within any t of stairs shall not exceed the smallest by more than %". �The radius of the nosing shall be no greater that 946". Solid riser nosings shall not be less than %" but not more than I Y4". The greatest nosing projection shall not exceed the smallest by more than X". Beveling of nosings shall not exceed Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 X"between the wall and the handralls. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavilfty in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less; than 36". Required guards shall not have openings from the walldng surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the Intersections with the walkline ( 12' from the narroKersIde). 7 Under -Stair Protection. sed accessible space under a stairway shall be protected with Y2" gyp. bd. KITCHEN ISLAND 42"KNEEWALLWITH 1 x8 CAP & CASING (AT 2nd. FLOOR ONLY) ZX4,VZ b`ffl. 11. 1. 1 MKUb I bLULr, W/(2� 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. LOWER STAIR SECTION 36" H. CONT.. GRASPABLE 3/4"PLYWOOD RAILING DECKING-1 x8 CAP & CASIN FLOOR ZlxTREAD 1�1_ SYSTEM (TYP.) USP MP3 CLIP EA. 2x12 STRINGER TO STRINGERS BEAM/FLR. SYS. TYP. � I STOR. UNDER STAIRS 2xFRAMED WALL BEYOND GYP. AS PEI FBC R302.7 UPPER STAIR SECTION TYP. STAIR SECTION Mimi Ll -1i KITCHEN REF. AND RANGE 9 N KITCHEN SINK SCALE: 1/4"= V-101" - - - - - - - - - - - - - - :: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -------------- ------------------ ------------- DOOR LOCATION FOR OPTIONAL AC PAD SCREENEDLANAI LANAI 9`4' FLAT CLG. A.F.F. 9 ;o 00 4-2- T-15" 1 V-2" 7'-2" 6-4- Fj 1 CENTERLINE (A) (P S6 SINK AT 8068 SGD 33 SH 8068 SGD 23.SH _73 W -C HB V-13" 'IT ___LJ 1 D.W. =ICY _J SINK W/ DISP FD 9,_0; 34'4j"' 6-4- BRKFST coo coo D Lu �_O_ ;o 9'-4" FLAT CLG. uJ 8 0,0 FAMILY CN i TILE F_ ISLAND Z 0 9 1: 1 Lu 9'-4" FLAT CLG. I PROVIDE L 18"x72" BASE r-i`� CARPET PLATFORM FOR - - - - - - - - - - -A �6 F HVAC UNIT 28" LL TYP. HIGH VERIFY WITH MFGR. '? KITCHEN OPT. JR1, 28-31 4 VSIZE T-4" 1 U-44" 9-4- FLAT CLG 6-41" R E_�F�. P 7 17-L 10 _7 OP CN 1 1/2" RETURN ON EA. M TILE 5068 BF. M �2x� 04 SIDE OF CLOSET %AILI I ARCHED OPENING At _J 0) 81-0" 3� Q 8'� O� PLUMB. STACK T- 1 " TO 7-9" _J in CLG. (0 C STOR. Q W. ' C 'NO LIFT" 5 SH. -No LIFT. 5 SH. 2068 & D UNDER H3 S4 '-sisi - 79 A 3079 ARCH 3 0 CH 1 1, 1, � .. 71 STAIRS--\ ,% "NO IFT" - _141111 - D PLUMB A16L"% _04 STACK 0,9 �3 OPNG. OP S3 15'-1 T-15" L 12,_§,, 1-6-11k rn 9-ij 10 0 i ORE FLAT cla I CIEIL 31 1 1 1 . CEILING 1 0 11, 12 3k;�_l � 16� 1 ZI 'I LIVING ROOM 11 oz I DINING 7 2 C& 1 9'-4" FLAT CLG. 1 9'4" FLAT CLG. RAILING 04 F" I CARPET 2nd FLR. I CARPET (A)IN LU 0 6 PER 0101 ED 1010 DEN/STUDY 'L LINE 1 9 60 00 I PAD OUT G.T. w/ 2.4 #2 SYP, I ul �2 5 1 rSPECS LCII 9'4" FLAT CLG. u Lul_ Cl) 7 1 I 1 MI ATTACH w/ (2) ROWS 1 Od M I F, FOYEi��l CARPET -7 4 1 Q- " I NAILS @ 12' O.C., PROVIDE I L)lr-- I I it cr CONT.OVER - 3 OPEN TO ABV I <1 I MIN. 2x1 2 #2 SYP wt MIN. (3) 1 <1 BOTH TILE TOE -NAILS EA, END TYP AT I D OPENINGS 2 6P ANGLE WALLS. I I S3 �,Q b GG �,S4 3 T-5i 2'-9" % �6 2'-34 3--l" 3'- T-6" 2X4 2668 G.T. TYP. 2668 35 SH INA L WALL I'll ....... HB 26 8. 2668 "NO UPLIFT" 8 I F POCKET 4 SH BF. c? - T-3" ET -N ItlB . c., - - - - - - DOOR 4 SH%4 R 4 H -T cc Cc LL uJ UJ u- N 3068 SQ. 3068 �����171777 1668 DPNG_. v r4 676� BA 2 BF. I 22-SH OBS 3: < 0 09 U) 25 1H 1 T(, r A I 1 (D , 8'-8" FLAT CLG. D 1 9 U) uJ TILE 3 4 LJ222� 3068\11 D F. 2868 W.H. rD S.W. EDGE OF SLAB 2" H2 BEYOND WALL GAS STUB PER SPEC 5'-4" 4-4- 4'-4" V-4- 6-4- Ot T-7- 2-4 1 T-4" 8'-8" 12'-8" 01 BUILDER TO PROVIDE oil I APPLIANCE PROTECTION WHEN REQUIRED PER FBC 0 0 < 9 Lu F0 W > �6 3 CAR GARAGIE 0 X TYP. 9'4" FLAT CLG. A.F.F. (D 00 cli ;P C14 TY P. @ I GARAGE S4 10) 1 LINE OF 2nd FLOOR L - - - - - - - - - - - - - - - - - - - - - - - - x C? <:0TIC F_: 60 ACCESS- J 0 G.T. 0 C3 Cr OD W > TYP. @ LLI LU 1 _J , I 0 r1LE UJ cf) TYP. @1 X 00 Y S3 SINGLE I IL STORY - - - - - - J J J J I - 1 24 SH T-2- 1 14 24 SH W 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 (2) - 2X6 #2 SYP W/ 1/2- FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2' FILITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4- X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVIL 2.OE Fb=2950 <e>(2) - 13/4" X 7 1/4" LVIL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. 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 +23.0 -25.2 +23.0 / -28.9 SEE SN SEE SN SHEET Ku SHEET H NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX251 S.H. 13 20 X 38 J 18 JX 37 J S.H. 14 20 X 50 1 18 JX 50 S.H. 15 20 X 63 18 JX 62 J S.H. 16 20 X 72 18 J X 71 J S.H. J32 27 1/4 X 26 26 X 25 J S.H. 133 27 1/4 X 38 J N/A S.H. J 34 27 J X 50 J NIA S.H. J33 N/A 26 x 37 1 S.H. J 34 N/A 26 x 50 S.H. J35 27JX 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 112 S.H. 26 37 JX 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 52 JX 37 J S.H. 34 54 X 50 J 52JX50 S.H. 35 54 X 63 52 JX 62 J S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 302.5 Dwelling/Garep Opening/Penetraltion 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 13/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self-closina 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 DwellingifGarap Fire Separadori. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the Interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 Inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of Windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private SwIming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the poo s a e equ ppe wit an ex t a arm comp y ng w t L 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. IM11507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SNI for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND I I I I I I I 1 1 MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR 2ND FLOOR 1713 S.F. 1998 S.F. TOTAL 3711 S.F. GARAGE 606 S.F. ENTRY 35 S.F. LANAI 294 S.F. TOTAL SQ. FT. 4646 S.F. INSULATION REQ. LOCATION R-VALUE /TYPE EXT CONC 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-13 KRAFT FACED (GARAGE / LIVING) rA-') G.C. TO COORDINATE PLUMBING TO AVOID ",� CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN Elev A-B-C SCALE: X"=V-101" u) Z C-f) 4--J LU 0 LU V) Of (A::D -Em F- U IN ID M LLJ E 8 im M C MM 2 -0 m Oil 0 5,, i I LL < 6 A 8 I D. ,wl no SE 4L rt _J *,2 U_ LLC4 0) �i\ "'kil E 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. Z 0 v 4-0 c0i 4-0 m In CL Q) .2 In " LL e--N CL Z . Cn "I M -r-4 0- CL CO Z 3i E W Z M LL, C� F- _J a %0 mi 6Z U l!_ 0 0 !E 4 18 ZZ a- LU ce I in 0 84 T-11 fill 0 T__4 r*%. Ln In T-4 0 Z LL, LU >Ce- M 1­10 Z oil 0 LU �;z z LL UJ > 0 Vn Z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. it? 80 MIRROR cr) OPT. q 60 67 KNEE SPACE (D MASTER BATHROOM MASTER BATHROOM TF FF F SLIDE TO LEFT -T 11111- i I I BATHROOM 2 BATHROOM 3 8'-0" 42'-0" ----------------------------------------- ---------------------------------------- 9 61-11. 14 17-4- 0 13'-0" 13'-7" �,D2 TYP. @ <8> CORNERS U.N.C. 2JSH 25 SH *EGRESS EGRESS EGRESS r3- - - - - - - U)j oa U) 1\ �6 I? Cal 0:1 I I B SDROOM 3 1.2 \ 4) BEDROOM 2 MASTER 8'-0" FLAT CLG. 8'-0" FLAT CLG. BEDROOM C� &D CARPET BA 3 CARPET 8'-0" FLAT CLG. 1-0" FLAT CL( CARPET F- -J z LLI g TILE WIC co 0 > 5 W 6068 BF 6068 BF j W V-10" FLAT CLG. cr :D �- a. uj cr Coco CARPET ILI 0)(r 2 - - - - - - - - - - 1 8 Cl? BF R&S - - - - - - - - - C14 2668 11 11OPT.1 7'-5"7to 101. 2E 68 3'-6" 2'-0.. X-6" 7'-0" Z 8'-4" 2'-4" L, 3--6" 0 T-4"I i, 34� L D I In q 3'-4X Y-6" 11 11 il-r fi 9'-5- D �L. %, j I LAU 2613 :t M - - - - - - - - - - - - - 2652 Cn 'FLAT CLG. - --- - - TILE 04 1 -1/2 WALL WOOD CAP 2668 z -2M8 0 UHA @ 42" AFF A 2668 A R&S - - - - - - - - Z u.: -- - 10 11112. 11 14 1 16,1 I L 0 < Z ce) RAILING PER - 00 cr) 2068 BF :t < 6068 BF L SPECS 2468 PROVIDE PLATFORM 7 28" HIGH FOR HVAC 2-STORY SITTING OPT. M A- 6 UNIT. VERIFY SIZE wl FOYER ILE TO 5 0) r6 MANFG. "OPEN TO HALL 1 8' 0" FLAT CLG. AREA 0 F. 4 0 uj 6 BELOW' TILE 8'-0" FLAT CLG. M. BA H 0" v A .1 3 04 uj CARPET ;0 TEMP. GL. BEDROOM 4 1/2 WALL m Y 8'-0" FLAT G. TILE SHOW ENCL. ON 42' 2 WOODCA 1 L 8'-0" FLAT CLG. �sle j) 42" AF � IF (k LU 0 HIGH KNWL. 7t Lo CARPET 7'-7" 5-01. 9'-2" LU < z (L LO T_ �4 U) U) F- 0 Z U.1 SH C/) 0 ir eH %2� cc_� 0? �\ 6 ED2 X ULI C., cl) 0 DBL.- G.T. - - - - 2- 668 33 SH I 25 H08 3H H ATTICI -At sES­ I (ELEV YLV. (E A,B,C,F) D& G) 151-1" It 6'-3" X-8" 3'-8" 4'-4" 4'-4" 6'-4" 6'-4" 01 3.5"x 3.5" P.L. COLUMN 3.5"'x 5.25" P.L. ;P16 11 2.OE UNDER GIRDER w/ COLUMN 2.OE UNDER - - - - - - - - - - - - - - MSTCM-40 STRAPS AT GIRDER W/ MSTCM-40 BASE "SOLID STRAPS AT BASE BLOCKING REQ'D "SOLID BLOCKING UNDER COLUMN". REQ'D UNDER zn COLUMN". BONUS ROOM 9 8'-0" FLAT CLG. N C14 CARPET 3 D2 G.T. ELEV. A 3 (2) 2x4 #2 SPF (2) 2x4 #2 SPF D2 STUDS UNDER G.T. STUDS UNDER G.T. wl (1) MSTAM36 @ w/ (1) MSTAM36 @ BASE BASE 9 2 H1 �2 25[H (1) 25 (:E) SH T-T' 14'-2" S-7 7'-4" 8'-8" 12-4- ? L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 21'.4" 28'-8" op 50'-0" NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-011 2x4 SYP #2 16" O.C. SPF #2 91-01, 2x4 Syp #2 16" O.C. SPF #2 >91-011 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS - WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE F-31" OPT. DRY BAR 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 <e>(2) - 2X6 #2 SYP Wi 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2- FLITCH PLATE <6>(2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE <6>(2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4' X 16- LVL 2.OE Fb=2950 (2) - 13/4" 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 REQUIREDSTUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 /-27.8 +25.6 / -34.3 +24.5 / -26.7 +24.5 / -31.9 +23.0 / -25.2 +2 .0/-28.9 I/ �u SEE SN SHEET klul/ SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 j X 25 S.H. 13 20 X 38 1 18 JX 37 1 S.H, 14 20 X 50 18JX50 S.H. 15 20 X 63 18 X 62 S.H. 16 20 X 72 18 X 71 S.H. 32 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 N/A S.H. 34 27 1 X 50 1 N/A S.H. 33 N/A 26 x 37 &H. 34 N/A 26 x 50 S.H. J35 27 j X 63 26 X 62 1/2 S.H. j 36 27 X 72 26 X 71 1/2 S.H. 22 37 X 26 36 X 25 1/2 S.H. 23 37 X 38 36 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 112 S.H. DOUBLE2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52 j X 25 S.H. 33 54 X 38 j 52 JX 37 j S.H. 34 54 X 50 j 52 JX 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59__ N/A R302.5 Dwelling/Garage Opening/Penetradon Protecton. a 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 13/8" thick, or 20-mInute fire -rated doors, equipped with self-closina 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 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swirning Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window If sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be d within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GASAPPLIANCIES G.C. to verify location of gas riser before commencement of work. see Sht. SINII for installation detail. installed a min, of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. 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 FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTED DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. WALL LEGEND I I I I I I I I I MASO N RY H GT. @ 9'-4" A. F. F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 1713 S.F. 1998 S.F. TOTAL 3711 S.F. GARAGE 606 S.F. ENTRY 35 S.F. LANAI 294 S.F. !TOTAL SQ. FT. 4646 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFTFACED 2ND FLOOR PLAN Elev A-B-C SCALE: X"=V-0" cn RIAJ U-3 4--J L, U 0 LU V) r� _-) V) I Cl) 04 LU M V C', 'C C14 U. b - cm CL 0 zo� A 8 D. N-( H D C IV /T t Uj* V�l C:� 0 C� W LLWs\ C To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z 0 C) z 461 M Ln CL 0 z - Ln U_ CL M CL 00 E W z LU 0 _j 0 Z LLI z a. a: Z>_� .Z 8P E6 za Uj C:) C Ln r*4 r1*4 Ln - 0 al" Z < z < 9 g z zLLJ UJ > �0! V) 0 r- op. ro Ta-1 0 0 z � 1;9 LIJ LL_ z Uj >z 0 CC-14: SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: MIAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 2 De T.O.P. _rg HDR.--_ F.FL_ T.O.M.- .M. a) GAR.- HDR. F.FL._ _ _ 00 12 FIBERGLASS SHINGLE OR 5.91 CONCRETE TILE PER ' J COMMUNITY SPEC (SEE STRUCT.) T.O.P. _ 12 F.FL. — T.O.M. _ 35 SH -L -1 10' RIDGE VENT mom 10' RIDGE VENT 12 15.9 t� FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) FRONT ELEVATION - B SCALE: 1/4" = V-0" F _71 �_ z O J ir z O 25 SH _L - 1 T —7 T T 12 15.9 T , �. 1—L—_1- tO 23 SH to TEXTURED FINISH 33 SH F.FL. - --- 8068 SGD 8068 SGD 0 n _ _T._O.P. HDR. 0 T_O.M. . HDR.' F -=L-L-I_-z- T.O.P. Q. ~ F.FL T.O.M. WEEP SCREED ------------------I----F_FL. REAR ELEVATION. SCALE: 1/4" = V-0" 00 T-0" DETAIL. SCALE: 1/2" = V-0" CO W) Z Z Q J d z Q) N 'N w � p .V w c to = U o m t` M w = WW ~ c to 125 0L" LIL CAD Q p Al1 BID. N•C B-D-C rrj, -P d ` % .s ei x S' U. a � a LZ C. LLZE S W N o !ltlli!!V o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O O Z nl O y r� V) M O M a � -a- a Q 00 E § Z � W J z QU a z "': ce) ,� Q z o .--i W CC L,n Ca N Ln Z T-4 0 a • LL 3 0 .o ao� Qjg�� Z 0eN 1 < m 7,8 wlaaaaas -j %- . U) z z 1O� 0 ,M-1 Cn 1"'� �... 12 ui z M > z .. z LU a W il--4 SCALE : AS NOTED PLOT DATE : 12nl2012 TECH: M]AMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 3 1 12 .. �., I T 5.9 28' RIDGE VENT - -�-�J __ - ,--� L T �T _ - FIBERGLASS SHINGLE OR I - CONCRETE TILE PER J _ I COMMUNITY SPEC SEE I -I I r �_ a 7-7_ T. _� _ C `1 T 1 _ T L[ ll[[ � .. T 7_ F` 1 J- C T _I I �_ I C - ( T t _ Y�7 11` . T 1 STRUCT.) � z 7 r �[-� t_r I -I' �� - _� 1�.-7 _.I _. .� - T--_F- _T-rate-� IJL T 12 1. T_ _i T T�Y 7- t.._ - 7 I J I I J._ 5.9 J_..-r 1 1 i T n.P. I-T is t �. _1_Li -1L �rJT L1. --------------------- - _-r_�_Z__1-L T T �. �_ T � � _' I I.-_-7- � : r�j-L - - - T.O.P. z z z 0 0 0 0 0 0 V RIDGE VENT z 12 z z `T.7.-� 0 5.9�I 0 0 � - J_ f�--1- J, lCri. .l—-------- - -� ------ -------- -1T - y---------------------- --------------------------------------- ---------------------- - I r T J7 ,- T- --------------------- Tn 12--.��__ -� - - - - - - - - - - - - - - - - - - - - - - - - - 5.0r- 1_ -f_ ?__ _ Z I _ WEEP SCREED -- WEEP SCREED ).M. T l _I..J. AR 00 i ICr 7 0 " FODE][1�..F[71E 101 J- E:1- 17 E17CEl�� 11� 35 SH TEXTURED FINISH ��--- -- L�J --- --- --- --- --- --- --- - -- ----- ----------------------- -------------------------------------- 4 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR 12 15.9 12 13 F.FL -------------- T.O.M, RIGHT ELEVATION SCALE: 1 /4" = V-0" 00 FIBERGLASS SHINGLE OR _ 1_ T i l . t L 1 I 28' RIDGE VENT CONCRETE TILE PER T J _ - - - _L 7_ -- �_ t �t [�I COMMUNITY SPEC (SEE - - -�. [ _ 1 I T r-�� I -[ I t i, ) I. T T. I. �� I �[ ! 1 1 [_ [ T�-1 —TT STRUCT.) _T J�_ 7 J_ CJ_. 1 _ l �#y `T�__.>T.T_T..___,._.. tT_r _ - It_ 7 I�[ l J [. II _1 _ T T J _j �I - 1 -I_ 1 a- l -l- - �. I_ T Tt-[ `r ? > J J_ �`[- r I l.__ E�� �- Jam_.1-_� [-T _ T _ l J _ J... - - .. _ 1, � _ ._ r r 12 _ C �__ l I. �� 1 J__ Z _� [ _1�� [� t I. I t I_ [ _ 1.1 1 [-1_-� a.. ,1 J l_1 -i 7- - �- - 7� T 1. �- -TTTT� I-1...J .._ .ram 5.9 T :1. . 1` l_ I. JTi t C -I-- ti _ _I _l l � 1 .__ tT.—I._ 1_ � T I ���TJ 1 � J. J , J [ _ _ �T T T -J_ z_ .-1 -� 1 _T 4-t � I > _Tf _ ,-.,_I >- A I�Z a _ _ �_ 1 1�t r I r ` r _T -� T.o.P. 7 Icy_ _�� �_ _z T 1 > _ - _ z I _T _ � _ z _ - -� J�1� I �_ . _� T�� [__=tTt J. t. T.c) ----------------------1-- -� - -T�S- __Sz__�_L__s_L_r �_L_r i' r-'�i_r-� L-�_ L_i_�_L_i_ L��s ---_--�-- -� -7-�-- r-L�- - - - - - - - - - - - - - - - - - - - - - - z z 0 c 0 0 0 Ir Cr z z 0 U 12 25 SH_- F.FL. 3- `� -I-, -J_ I F. -------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - --------------------- --------------- --------------------------------- T.O.M. --------------- ---- _� T�_ J _� _- . l ------T.O.M. ------------------------------------ _ _ -------------------------------------- WEEP SCREED WEEP SCREED [ I- 1- - �� C j_ I_. T - __T� T.O.M. ------- @ GAR. ----------- -- TEXTURED FINISH 4 rn :q 22 SH 00 25 SH F.FL_---------------------------------------------------------� -----F_FL. LEFT ELEVATION. SCALE: 1/4" = V-0" Z <'s Z Z J z W C 4-J w U — OU-i E V) _ I- U 10 m mC14� W■= U c �V.oO C .: U3 g A' NC a�DC 00111 �,.. Lo v} Q h LLI pppl a •- y FESS �f / I I 1111 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. 1 O CD z N O W N (ncn M In LLn �0U) Cx u' a�a00 .� z f° WJ O mi a �go0 z z c� gW M R z� 0 Ln N (n ,Ln-� W �$ U) �9R c�v 0 Z m bag r_ffl wu LU J _ C/) u z T-eal O g��g } O t- M cy o T 1 Q M ��1LLJ z W .. .. z 0 a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 4 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 NEC 08. 250.94 --/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. upper to lights a outlets 3pper to 20 amp ckts copper 10 WH cropper 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ®l / RECESSED LIGHT FIXTURE { P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT —� FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) [CHl CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) LD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) TVI2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. C' / THERMOSTAT 101 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN � J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT Tt 2' p1, _hl- 1 2" VTR I I � I Will. "t LAV. PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR WP DISPOSAL IN CAB. GFiQ UNDER SINK I 3 J i Lt_// CC ° I I RC UGH -IN FOR OPT. GF' KITCHEN 2X4FL. FA/LIGHT I 6GFI GFI( I I G4 OPTIONAL LIGHTING_ DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IRRIGATION GFI @ 44" A.F.F. AC PAD COACH LIGHTS OR PREWIRE AS PER SPECS St ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FLOOR ELECTRICAL PLAN U' V Z Z Z Q J a a) ( 4--r cn w �U — O LI Ln (A _ E 1 o u w C -Z mCm, W W®_$ILL Qao A B D. r` chi 4 jq oc aco ow CL �Z02 - 45 IL 3 Z11 . m a� oa To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z N 0 + � .4 �(nM0 M cDLn Z 4)0Ln aL� F"- n' • f j �j a 00 00 W E My Z J J Z 100 O� �aV Z>Q-�l �Z �gZ O Ln N Ln rl O a Z Q Z flH gffl� �y W zLIj E ~�5 ,--ll U 1"'ll o o Ld O W Z W O1 M U .. W J W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 5 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. i i i .--`-------------------------------i GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 Proteatlon: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where Installed within 6' if the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET - G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 0 RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN —� TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM� SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �] ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN (7) (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER METER MAIN O 200amp 150 amp POWER CO. FEED INTERSYSTEM BONDING Q TERMINATION PER �f NEC 08, 250.94 J NEMA1 200 AMP —i#14 copper to lights& outlets F-------------------------------------- ------------------------------------------- -� #12 copper to 20 amp tuts I I —♦ #10.2 copper to WH I I copper to Dryer I or 4/0 SER Alu i I I I I I I I 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) INOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE I PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I I I I I I ----------------------------------j 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. 2nd FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" 0 in ,r Z Z Z Q (D a. U, Z L10 0 i--r cn w Q eU — 0 w F' L 1 Vi = TC ~ o m M w 8 c to 0 L9 ' = .00 Q a d A' B D. Nc n�oc ti o in rn �o �- N m r IL e- O Wit W4 10ZW V a ii.- as �g? t9 H W m N (J - V 12 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O O Z ItV 0 n � M O M Q m Ln to :2 v is 0 QL_ LA a ,^ M Q � 3i ra Z W _j0 6E z�a �z ~z io �t M M O ri In N rIn 'i ova o Q Z ,-�z �gg �� �� M ni fC CL w J F— _j Q$ � s '—i U 6 L.J.. Zs -i ° W o M V~ Z W .. L LIJ Z a LU SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 6 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. VENTED SOFFIT 48 SQ. FT. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet ................:........... .......................................:.:.........:..........::.............................:.:................::................ ' (measured vertically) below the ridge or highest point of the space, with the ........................... ...................... 0 d1&W ... 4~ 41 1AW"........................................................................................ • • • Yid Yid Yir Yi► Yi,• Yir Yid Yif Yir Yid aii� Yid Yi► Yid Yid Yi/ Yid Yi► Yid Yir Yii' Yif YY Yi► ewr Yii �ii. �ii� Yi• rii� Yid Yid Yi► Y�� �irY► Yi► �iii� iii� balance of the required ventilation provided by save or cornice vents. •, ;•, ZONE-V^^SS '; ; • -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) �.'.' • RIDGE VENTS 15 SO. IN, OF NET FREE AREA / LINEAR FT. ATT I C SPACE 275 SQ. • • • FT. �"' • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT •SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / S0. FT. • allAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft Sofnt Needed) x 7 = (Sq. In. Needed) / 72 = Amount of allagin Vera Needed ;.� ;� �:.•: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. ... -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft of Desk -Air Needed) • O'HAGIN (Tile Roof) - 86.25 $0. IN. OF NET FREE AREA / VENT ... ... ... .... . Ft Needed x . In. Needed)188.25 = AmouM of O' Vers N "Fomwla• Soffil 7 =in ceded • (Sq ) (Sq ►� ... .... ... .... ... ..... ............ ...... •' VENTED SOFFIT 50 SQ. FT. " 00 00 0 W ::;� '• Io • (;: ' w z •• w ZONE-4 • �:� .� ATTIC SPACE 2090 SQ. FT. • rat : .• cYi � �•' •' IL.L_ :.� ::. CO ::.• W LLj 1.7. c1 �:•;� VENTED SOFFIT 7 SQ. FT. � •.;;� • '• OCD .. I W • Z....... :;;� .................. ................................................. ......... '.:::. ' ...... ..... '...... ' w � '::.� O .• t.A • '• ..� '. . .:. L L_ u- ZONE-2 VENTED SOFFIT 12 SQ. FT. �•' ..Cn -o ....:... '��•� •"'•"��••••��••• ATTIC SPACE VX. W ;j VENTED SOFFIT 30 SQ. FT. ::• :. .• '•'• •l :.•;;� •' :.� • ':.� •,;l� ..: :.. •' •;� :.. � ........................"............ :..:.; . ... ;. o �o7 ZONE-1 .::•� o. L w :,::� '• ATTIC SPACE Z U.j210 .•.� SQ. FT. •.::;� : .. :: ..: . . ...o ............... ..... ...... .... . ..... .. . ... ... .... ...... ....... ........... ... ........ .............. ....... .... ........ .... .. . . .... .................. ....... ... ... ....... .......... ... ......... ... .... ..... ......... VENTED SOFFIT 32 SQ. FT. ROOF PLAN B SCALE: %4"=V-0" ATTIC VENTILATION CALCULATIONS - B ����' ATTIC VENTILATION REQUIRED UPPERVENTIlATIONPROVIDED RidpeVerltAmt 1/150 Rule (No Upper Ventilators 1/300 Rule (Must Provide Upper Ventilators) (FL) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Ventllatas SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SO. IN. of (� Env) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators 0.0 Main 0.0 Floor 210 202 29 101 7 50 0.0 0.0 0.0 (Zone 1) Main Floc 0.0 0.0 (Zane2) 30 29 4 14 1 7 -----..- 0.0 - o.o o.o - Upper Floor ---- -- 0.0 0.0 Clone s) 165 158 23 79 6 40 - 0.0 0.0 0.0 � Floor 38.0 0.0 - (Zone 4) 2090 2006 287 1003 72 502 570.0 -- - 570.0 0.0 '"NOTE*" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT Fr4VES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. ���•�� VENTED SOFFIT C W.W,M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN, FOUNDATION PLAN Uj CONTROL JOINT DETAIL SCALE: 1112"=1'-V SEE FLOOR PLAN FOR BRIG. WALL 11� ' • r • • #5 CONT REINF. �V, SEE FND. FOR • ' ' ' ' �•' QUANTITY #5X25RX25N ', : ' ;, '. " ', :�� ; :.� ' ; • CORNER BAR ONE • FOR EA HORIZ. •,; ; �. ;: ; _ •,; ; i • , ; .. �r REBAR, TYP. U.N.O. .r,;..r,;..le,,,.r,;..�,;..le, TYP. CORNER BAR PLAN DETAIL SCALE: 11/2'=1'-O' JF. SEE PLAN (3) #5 REBAR STEP DOWN BRG. 2 STY. 1 SCALE: N.T.S. REF: EXTERIOR 1, U, REINF. SEE SLAB PLAN F.F. So ; a 20' (3) #5 REBAR 24" CONT. 2-STORY FTG . 2 SCALE: 1/2" =1'-0" 50'-0" 8'-0" 42'-0" 12'41 18'-0" 2'-6" x 2'-6" x V-0" W/ (3) #5's E.W. TYP. AT LANAI. ap -� 0 0 I tJ N to i- 6'-8" 3 0'+ 8'-10" 3J 3'-10" X-01' 8'-10" (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL W/IN FILLED CELL '-6" x 2'-6" x V-0" 2'-6" x 2'-6" x V-0" —IN HB W/ (3) #5's E.W. 004 W/ (3) #5's E.W. • • AC PAD PROVIDE 1-1/2" RECESS M FOR JSGD DOOR. REFER TO S3 MASON'S SCOPE FOR TIC I WID H PAD I 1 1 1 'I 0'-0" ELEV. co FIN CONC. SLAB Cer�i t .I I GG S3 • n M 14'-11" I 6'4„ 1 'v GG I • I S3 c e O T - T 1 / M I r 0'-0" ELEV. • I I I J I S6 GG 12'-0" L S3 v TYP. I3'-4" T-10" 5'-8" 4" STEP 2 DOWN MIN. UU � I I T-7" I N I o _ C.J. 3-1/2" MIN. 3000 PSI CONC. SLAB I FOR HERNANDO COUNTY ONLY 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER Jam16-0" 2'1-6" 3'-0" x Y-0" x V-0" W/ (3) #5's E.W. T P @ I S3 I I TOP OF CONCJ P4VER TO BE N CID 2 STORY T- ' 2'-10" 6'-5" I I 4 BELOW FIN. FLR. r` U.N.O. 2'-6" x 2'-6" x V-0" _ — RECESS FOR IRT, DOOR W/ (3) #5's E.W. • - - — II � = = T � N III c7 (o / X-0" x X-O" x 1' 0" W/ (4) 5's E.W. N --- — il • 7'-6" — — A"STEP — — — — o C OWN ih S3 1 N. 0 Lo 3'-6" x 3'-6" x 1'-0" -8„ry @ FOUNDATION w/ (4) #5's E.W. er CV 6_ N ih v ONLY • I zz LL (2) #5 VERTICALS I W/IN FILLED CELL ° LU J Ix a x M "SEE S-3 FOR S3 O W d RECESS OPT." C.J. — • W¢_ �JW a= I m a -4" _811 I _ I . I � N � I z O_ t (2) #5 VERTICAL: O W/IN FILLED CELL N • • cri C.J. — — O z �000 I o I . ' T A S3 � P @ 1 STORY U.N.O. • 3'-1011 6'-11" 4'-0" rim 4 0 r` co to STACK PLUMB. S6 STACK GG • O S3 iv I TYP. @ 2 STORY U.N.O. —M iv I M I N 2V-11" I • _ `4 �j C.J. � — INDICATES FILLED CELL w/3000 PSI CONC. N LO GROUT FROM FTR. TO BEAM w/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" _ • �11 HB 01 I 2 e I I OP S3 2'- ' V-9" TYP, 5'-2" 1- 9- 1'4" T-1" X-10" 4'-5" v 1 I �z o 1= I- O 1?0 T J S3 "SEE S-3 FOR RECESS OPT." (2) #5 VERTICALS — W/IN FILLED CELL — 0 5'-0" T-4" 3'-10" 11-811 21'-4" 71-411 50'-0" 1-01 "-2'-6" x 2'-6" x 1'-0" W/ (3) if #5's E.W. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN 8'-811 12'-$11 Elev-A,BC_ SCALE: 4 "=V-0" CD z� z� Q J V) 0 W cn 4--J w (D(0 U — O c Vi = 125 E o ~ U m f, m� _. W _ W c M M °UM -r C � g Q �, c A ' N • N a C 'AR d r\ '' ( �W CL . LL fir//til;rliC%11 ©�❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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. Z N OWN � M O M a� MLn a •� d' aaU� rL ^ a E00 W Z J � d' f O zce LL wz �to F- (.n00 $Q Id i�zzl-z M ri 8 LLI e04 z® M 0 W� LP) N N LA Z °3 Ce G1�� �0 66 Z Z a W?oho " 1 Z F Uj V / co 1 T-4 Q ssW o MZ O z P Z .. .. ::) O Zll� J a U- SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. TYP. AT CORNERS i•71:{e] TYP. @ LOW ROOF TYP. U.N.O. TYP. @ SINGLE STORY TYP. @ LOW ROOF 2x BLKG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY Q CONNECTOR SYP SPF FASTENERS CONNECTOR SYP SPF FASTENERS A I HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7- 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 1061-1/2 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.I2610dx1.1/2- HTT5 3225 5l8-ANCH./(2810dxl-1/2 K H 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 4505 3785 5l8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M D7B * 6645 5650 7/8" ANCH. 3/4' STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 « 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 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 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" I HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 645 555 12-10d 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 2-M MAXIUM SPACING ON VERTICALS OF B TRUSS IN ■I■IB\ � � I I - - �� �I I I► It i� l � I I ! I __ 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 48.00. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES 01 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER —1 . — A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER 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, FLOOR CONNECTION (A) OR 2 PLY 'ARRIER (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LOW ROOF & FLOOR FRAMING PLAN B SCALE: 74"=1'-0" SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS a 0-0 Z M z0a Z Q J Z V) cn 4-J w rz 0 .0 O = E V) U o �) LU W MLL U Q °� o A B ' D. N C B D C Q U SyF• 1. �� � ...... • IUL Wc,:' • /'ft�' n�' i`� ��. v III i(i(Fi ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N Owr-, M O „ M M LA NO LLn .-. H CLCO CC�o.� Q 0000 W Z M J to d- O teu z� a W c Z ,-a 0 z Ln N C C In .. LL 'vo Z O azp� HIAM ni c LU �-- u' g 6 a s J �/ �"bttz T' LL �WWH ozi F-a z M z a " _J J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 9 TYP. COF TYP. ,^ U.N.O. TYP. - U.N.O. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10 H HTT4 3610 3105 5/8"ANCH. / 18 1061.1/2 HTT4 2715 5/8"ANCH. / 20 1061-1/2 J HTT5 4350 3740 5/8" ANCH.1 26 10dxl-1/2' HTT5 3225 5/8" ANCH.128 10dxl-1/2 K HD313 * 3130 3050 518" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 5/8" ANCH. T4" STUD BOLTS TDX6 532 — 2 - 7/8" DIA. BOLTS M HD 6645 5650 718" ANCH. 314" 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 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" I HTS 20 1 1450 1 1245 24-1od X 1 1/2" HTW20 1 1530 1 1285 1 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 12-10d 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 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (—). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR rig PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. GIRDER TRUSS (IF 2PLY CONTRACTOR TO SCAB ON V-0" LONG 2x4 TO TOP & BOTTOM W/ (2) 8d NAILS @ 3" O.C. TO PAD OUT TRUSS TO 3 PLY) (2) 2x TOP PLATE SCAB ON TO TRUSS IF 2PLY USP WUSC53 W/ (8) 10d BUILT-UP STUD PACK NAILS & (2) 4" BOLTS W/ SEE PLAN FOR MORE INFO. NUT & WASHER. (VERIFY CONNECTOR W/ CORRECT ROOF PITCH) HIGH UPLIFT GIRDER CONNECTOR 1 SCALE: 1/2" = 1'-0" UPPER ROOF FRAMING PLAN B (A) OR 2 PLY 'ARRIER �y E N N N 12 CONT LEDGER �--�A) SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS UI �' Z g Z Q J a Z U, Cz V7 (D U i--J ly � p U — O`L � U i� NLU c � rNi M ~ ® = O�N U C) Q, 0 AI B Do N•Cfi DC t 28 �a\ ,Q r= L O2 ' LLM, QW d �• ES51 /Illlil! � To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O a) r-, kD (A M O M f0 Ln Q0Ln cC �j a 00 Q � fC z LU J O U, 851IM°8 �z- w �4� 80 CY)rl S� z® M O � Ln N 0 Ln Z O Q �\ LL oc s M z LU (,L LL O o o > rs GC ° ez! on 0 M L�a ~u- ZU.J o .. M .. a. �--- z a H SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: M]AMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. 10 5 i :P.,.: -:.0 aa� ALTERNATE POWERS E E E ::• ' STEEL LINTEL O O O o z . 8F8-1B/1T 8F8-0B/17 TYPE DESIGNATION #SREBARATTOP Z O ® �• #5 REBAR AT TOP 0 :0, , ♦ : O, • • • F = FILLED WITH () O Q 1-1/2" CLEAR Q • - MIN.(1)REQ'D MIN. 1 RE D O O O O O O O O ' I• GROUT / U= UNFILLED a -112" 8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-06/1T :O,• • • R = RECESSED ILEAR " O O O O Qn'• OF #5 � _ © O © O REBAR @ BOTTOM • L Q E E Z CZ OF LINTEL CAVITY ° 8F20-1 B/1 T 8F20 OB/1 T � aC.M.U. � a � N UI G ¢ = a Q C.M.U. MIN . 0 Q) MIN.O O MIN O MIN. .� w a) -:;a; ':A: ;p;:a ':,a: : a.•; ; .•; .; ;; ; 8F16- B/1 T � g • °d , .� _ ,, , , . . ,, • ,, , h ° GROUT • , ` ,,` ' • . • • . `: " • , ` : �NOMIN QUANTITY OF • 5 REBAR AT 8 ai 4 Jr^, \ O U E O O #5 REBAR AT ° BOTTOM OF c`i Fd D D (� o 8RF6-OB/1T WIDTH #5 REBAR AT • : :' ' .' , 0 4 Q 0 �% Q MIN, (1) REQ'D BOTTOM N f` •, . TOP LINTEL CAVITY •. •. •, •, •. . •. NOMINA • "; ; , �; © —BOTTOM REINFORCING �{ �' . • ,• . •. HEIGHT PROVIDED IN LINTEL `—` Q ` V U m • ' , ," ; : , ; ; ;' ; ; • 7-5/8"ACTUAL (VARIES) _cn . , , •LU MINAL WIDTH ♦•� '• 16 GAUGE POWERS tD N .O• ,• STEEL BOXED LINTEL —_ O • , • , • , • , • • W O O ; POWERS STEEL BOXED LINTEL NOTES (ALT.) O •' . •' "• .. Ifc precast lintels = 3500 psi. 8F20-18-2T ; , •; , ; , ; ,,• ; 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: Q ° `� a o O O O O §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. — 8F24-1B/1T 8F24-0B/1T © " "=77 Co cretemasonryunitseand8"to 11" erASslump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ' , • ' • • •. Concrete mason units CMU r ASTM C90 w/--- Refer masonry ( ) � to manufacturer's specifications. O O • • • .•;;' • ♦- •; • • minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. �! ,: ' •• 6tebar per ASTM A615 Grade 60. ,' Q' . ,; . •" , 4. Lintel depth to match recast depth. One #5 Bar required top and 0 0 0 0 ' '' • ;'.., , Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintelsp 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D. ' ' 230 low relaxation. u ! 8F32 OB/1 T 8F32 1 B/1 T 5. A bonding agent must be applied to the Steel Box lintels prior to 7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications ASSUMED TO B E 16 MINIMUM DEPTH. ti, , I , ., Mortar per ASTM C270 type M or S. — � '; o; , b;; •, �;; ® ® 3- THE NUMBER OF COURSES OF MASONRY `� �'' GENERAL INSTALLATION NOTES SO Y REQUIRED BETWEEN 4 `r >~ F•• N 6,�' • o o - THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z •: •, , •- .., ♦ •, • ♦ • 1. Provide full mortar head and bed joints. Z •, . . , :; . ; , , • ,, , ; : , • 8F40 OB/1 T Q' 2. Shore filled lintels as required. • ' , o 0 3. Installation of lintel must comply with the architectural and/or structural drawings. THE ELEVATION DRAWINGS ® 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate A L� a e w •" u' 8F44 1B/1T vertical cell reinforcing and grouting. - 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING - � < `'` .�O-Z ,'; ; •'; 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and • ® longer with a nominal height of 8" meet or exceed L11 80. THE PROPER LINTEL HEIGHT. Z •• © . :• •' 6. Bottom field added rebartobelocated atthe bottom ofthe liintelcavity. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH •, = `` ' m :.':', • ,' 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. ••' ''• •' g, Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE ` •• - • . ` - ' ' • ` ;' masonry units. - f/f• , 9. Safe load ratings based on rational design analysis per AC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. ;; • r �, �, _ � ; ; , � ;; 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 COORDINATE. • ` • • • • •' •' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and ;•; �; ;;• • •:• ; •: coating. • '' • O 01 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) belief, the structural plans and specifications contained within these drawings comply with the Florida Building •.' • O ' " O loads shoud be checked for combine loading with the following equation: POWER STEEL LINTEL I S AN ADEQUATE Code al Edition f r the 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 • ` 8F28 OB/1 T O O the drawing pages bearing Engineer's signature and seal. SO O 8RF3016/1T Safe vertical load '}Safehorizontalload < 1.0 SUBSTITUTION a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION o O 8RF40( 0BB/1T O Z N O1-4 tv Q�-�MU) a (A •� �' Q W—Ln a E - �U O - Q - CL 00 Wow _ W J� Cn FO A O D O O O J A EO O .. ........... . . E O f 0 LL LU p� CAST CRETE LINTEL o Z a IS REQ/D. NO POWER STEEL cn � o � W MIN. M 84 sz IC)z® MIN. ST CRETE LINTEL Ln REQ/D. NO POWER r-4 STEEL ,—t Q Zo Ve Q� o o z Wa�0 F - o o) LL1 I— Z~� f 58 -' $�0 Z o o o 0 0 0 M T'r'I Z o I-- ao ao 1- I : 60 00 H O M J uj LIJ a� p o o p Z.. ~ 00 0o H W �••— Z Z E Q Q V zoo J O a c MIN. r MIN N. MIN. SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES O VERSION NO. O O E E 1122 O O J06 No: 17-4137 LINTEL PLAN F& G LINTEL PLAN D SHEET NO. LINTEL PLAN A, B & C SCALE: Y4"=1'-0" SCALE: Y4'=1'-0" L 1 SCALE: Ya"=1'-0" NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR"PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS 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 CFIR, 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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 WATEFVS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 IWITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1 - SPECIFICATIONS CONSTRUCTION: ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-11, ASCE 5(TMS 402-11 & ACI 530.1-11, ASCE 6rrMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C9M6b & 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 (IFFIC), 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. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TIMS 402-11 & ACI 530.1-11, ASCE 6fTMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th 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. DEAD LOADS: 2.1.1. UNIT WEIGRT OF SOIL, COMPACTED; 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF 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 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.& ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 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 ad. (2014), AND CONDUCTED BASED ONA140 MPH 3 SECOND GUST, EXPOSURE 'C', IMPORTANCE FACTOR "I* = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSIF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3- C-1-P CONCRETE EXPOSED TO EXTERIOR: 2- C-1-P CONCRETE NOT EXPOSED: 1 Y2. GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA,185/A185M-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 Ksl C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Kai C-1-P GROUT 3,DOO Psi 3,122 Kai 4.3. 4.4. 4.5. 4.6. 4.7 4.8 4.2.2. CONCRETE SHALL CONSIST OF 1"MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND r 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. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Frn = 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 n?E"S" FOR ALL MASONRY CONSTRUCTION. STRUCTURAL LUMBER: T-41.1. INTERIOR LOAD BEARING WA_LLS 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 15137 EXP 1 OR 7/16' STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPILICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 'DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/r STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/V' OVER METAL LATH. FIRST 2 LAYERS 318"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 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 Kai ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Kai 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 z 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 EMBEDDEDJ'BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7 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. 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) 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.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 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 ad. (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) O� THE TREATMENTS BELOW Borate / Boracone 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 I FR R318.1- "A DermanentIn which Identifies the termite ft tment provider an�need for re-irlspection ai treatment contract renewal shalrbe provided. The sign shell be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0"away from the building side walls. 3. Imigation/spilrilder systems includIWI risers and I, pray heads shall n6t be installed In V-0" of the building side wall. 4. FRC R318.7- To yrovide for Inspection for termite Infesta n, between wall covering an final earth grade shall not be less than Mrithes. Exception: Paint or decorative cementitious finish less then 5/8" thick adhered directly to the foundation wall. 5. FRC R318. 1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas In concrete floors for subsequent Installation of tre etc., shall be made with permanent metal or plastic forms. Permanent forms muspisbe of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rVinfall occurs b6fore vapor retarder placement, retreatment is required. 9. FRCRb3lr8.mlb5v;g&fetee7eenrpour d rjor.tartalong the foundation perimeter ee ore orsogn must trea m n 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure side*bfls. 11. FRC R318.1.6 - An exterior vetVcal chemical barde must be installed after construction Is complete, Including landscaping anjinrigation. Any Boll disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department b a licensed post control company before a certificate of occupancy will be issued. Tge certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - 'C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESS IONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12"O.C. FOR CEILINGS AND 1Y8 it 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. (D z z (ZI Cz C-n uj 0 LU Lh E 013 C C) W C M M 04 090 C) _T jc� CIL < 0 :S A I Wff. �z < LLI CL < �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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z r-4 0 (1) N P-4 4-0 0 (n *5 ko 0 V) Cn M M Ln 0- 0 0) Ln U_ z M CL 00 z E M LL, F- W to 0z 6 8� Z!i 2>01L Z 0,35 W i d 3, 1 -.j 84 8 N fy) C:) Ln Lu 0 Z !�Z69 r 1;2 V M RHM-8i W z LU - z 41, � > _j go ho T__q 0 Wins L(?j f6 � Mui Ra z UJI > 0 Z z 11--4 _j SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. SN CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H 51-011 STUB -OUT FOR -1 A GAS METER 0 9 &4 H C G 000 1 1_0" — - a LO 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 71-5" (2) 16d TOENAILS 2' X 6' @ 16' O.C. 10'-801 (2) 16d TOENAILS 2- X 8' @ 16' O.C. 131-91' (3) 16d TOENAILS 2" X 10' @ 16" O.C. 161-511 (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. 61-1- (2) 16d TOENAILS 2' X 6' @ 24' O.C. 81 _6N (2) 16d TOENAILS 2' X 8- @ 24- O.C. 111-091 (2) 16d TOENAILS 2" X 10- @ 24' O.C. 13'-0" (3) 16d TOENAILS 2" X 12' @ 24' -O.C. 151-41- (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE C-10 + + + . . . . . . N . . . . . . . . . . . . . . + + f 4 . . . . . . . . . . . . . . . . . . . . + + + . . . . . . + + = .. . . . . . . . + + + i . . . . . . . . . + + + +_ + 4 . . . . . . . + + + 4 + _0"Cryp.) + + 6'.0- 6-0" + + + 4 . . . . + + +/ + + + + + + 4 + + + + + + 4 4 + + + + 4 PLYWOOD OR + + + Lu + + 15132"CDX _J + + + 4 + + + + + + + + + + + + + + + + + + + 4 7/16" OSB + + f . . . . . . . . . . . . . . . . . . . + 4 4 + + + + . . . CC) + + + . . . + + + + + 4- + + + +K+++ + + + N—RIDGE LINE 140 MPH (43 SECOND GUST EXPOSURE 'C' WIND ZON MPH Nit) 3 SECOND GUST EXPOSURE "C" WIND ZONE E 140 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS 0 6- O.C. EDGES & + + + + + 4- O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ IT' O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0. 113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 318"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. NOTE: 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. TERNATE NAILING OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR AL PATTERN. Backer and Filler Block Dimensions BC18Joist 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 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2x + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber FILL CELL LLI < > STD. 90* CONT. #5 BAR __,\ HOOK ......... I - - STD. 900 HOOK BOND BEAM . . .... CONT. #5 2:1=1_ ]F BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ_1D I- "I , 1 FLOOR ,,,�PLYWOOD COLUMN AND SHEATHING PER PLAN CONNECTION --.,—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min * ) Small gap 2" min. 2"max. 4"max. Web Stiffener Fastener Schedule Joist B ton Series Depth End I termediate >1 9-1/2" 2-8d 2-8d CE) BC15000S 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails .9-1/2" 2-8d 2-8d when BCI 6000s 11 7/8"_ 2-8d 3-8d possible @ BCI 6500s 1 2-8d 5-8d -8d V 16" 2 6-1d 1) Support back of web during nailing to prevent damage to 11-7/8" 2-8d 3-8d J web -flange connection, BCI 60se _­ 14" 2--97d--- 5-8d 1 �'___2-8d �-8d 2) Block solid between joists for full length of span. Tight fit f6__ 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/81, 3-16d _ 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90se 14" 5-16d 5-16d required when Indicated or 4" max. 16" 6-A 6-16d 2)L: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)V GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 150b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack over squash=20 blocks and *Non-stacldng walls require additional wall or beam below.* DOUBLE JOIST CONSTRUCTION (Not required If both loaded equally from above) Filler blocking 1/8"gap Boise Joist Blocking Use 3" (1 Od) nails at 6"o.c. r I- I Load bearing wails I consideration. Chad _f local building code for appropriate details in One 1 Od box areas=20 of high or--20 sinker lateral load. nail Ask-h _QidA Squash block (2x4 minimum) __J Bearing wall, Versa -Lam LVIL or QD Glulam Beam MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, no:tch\ 214 MAE or drill flanges . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Whe 13/4 Use 1 0dx3" nails at 6"o.c. for all joist blocking panel *Non-steddng walls require additional consideration. ZD zo F% 4 IL 0 NOT CUT BE CUT ANYWHERE IN 6" 6" CANTILEVER LARGER THAN A IY2" ROUND HOLE MAY HOLES THE WEB. PROVIDE AT Ot IND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%. 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. IY' ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %2' 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 CU17ING CHART N.T.S. N.T.S. USP MUC THRU 5/8010 BOLT us ML RTRUSS *OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL 1 4 MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS ;0 FINISH GRADE Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM ......... I Joist hanger SEE PLAN FOR FOUNDATION INFO 'R STEM FOUNDATION REINF. SEE PLAN Filler block. Nail with GRADE 1.1- 1�1 1 10-1 Od nails. 4 A *4 r Backer bloc\� required where top mount he exceeds 250 lbs. A .4.. nger load Install fight to top flange. M A'. 14"-T gap — Backer Block,---, "Top Mount! "Face Mount" Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. stiffner as Web stiffeners are not required when top /!281red if hanger flange Is laterally supported by joist hanger. doesn't meet height requirements )a,, 0 ,0.6 X Joist depth I -JOISTS BUCKETS N.T.S. C �(2) #5 REBAR CHASE4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIF7 11030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION� 12"BELOW GRADE -_ MM P11 i `=1 %� PLUMBING LINE PVC OR SCH40 SLEEVE wilI I . 011 SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERE PLUMBING LINE PENET D @ PIPE RATION 1 L A 4 4 --- — — — — — — — — — — — — — — — . -Z7 — — — — — — — — — — . * - V.. . -.0 "., A 'A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE . .6 A C_ , . 4 F1 A '4 A4 ­i:f Mq% , /' )4/ A A 4 SEE FIND. PLN. SIZE & REINF. (D V0 Z M < I U) C In (D 4--J LLJ (D 0 U — 0 L.Li (D-U171 lun I? F-- C) ra co LU , 1 cn 01! cm, C) I I I CL 0 < 0) CL IN a Do C-841 C �z 41 f Ll � 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 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. z r4 0 0) N 4.J C) C) zN rn M Ln .2 Ln U_ z 0� 31 " rn CL V-4 00 E z 3: WLU z 0 _J (D mi 01 0 0, z � i � in 0 0 z i z !E - Lzu J � -, 11 Ln � 810 0 z z 01 Ln r4 Ln ZO 9 0 -0 Z a 0 U3 z z LU le— Cy uJ W 0 0 155 6 _J >_ cn T-4 co T-4 N z � Oe z CD LLI > z 0 I-q _.J SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH J-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTT USS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE6d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE RABOVE) EE UPLIFT SCHEDULE FOR UPLIFT E UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)NNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT242"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS -- SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS ASHGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACHOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z _ ____ _ _ __ - SHEATHING W/ 8d COMMON NAILS @NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. v 3/8" MORTAR BETWEEN EDGES, AND @ 1D2" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c SLAB & BLOCK SP SPT22 CONNECTOR SP SPT22 CONNECTOR (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATEF- - - - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ @ - 5/ "° x 1 " "J" BOLT 24" O.C. W/ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" =' " 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" Zx P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE PITCH >4:12 CHAIRS (TYP.)A WWF OR FIBERMESH " `ELEV. 0'-0" (2) LAYERS TYPE I OR TYPE II -O.C.O DGE ANCHOR @ 4 0 10 WEDGE ANCHOR _.._ 0 C OR 5/8"x10' WE R 5/8"x ' ° .., A.F.F. @ 2 " .C.) 2" x 6 W1.4 x W1.4 (#15 OR #30) UNDERLAYMENT WWF OR FIBERMESH 2 " C) 2" 6 x 6 O 4 x W1.4 FOR ROOF PITCH 4:12 OR n ° ' 6 °: ° ° o a a .° _ 4-3 " z 31/2"MIN. 3112"MIN. WWF OR FIBERMESH LESS. P r aa. ELEV. 0 31/2 - FOR UNDERLAYMENT o a ..° a ° +4 REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° °'° ° . a °4 2x4 CONT. ° ° A.F.F. O ° »JL ° a ° Q " e 1/2 (min.)- 4 s to ° 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I ..I z1- rF ° d ae a. N ao R - ° 00 ,,, a �• 12 HURRICANE ANCHOR @EACH e a 31/2"(min. - 4" 1/2. min. - 4" TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS ° 4. 4 9 - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" ' 8" (2) #5 CONT. U.N.O. '�' 8" INSU ION LE SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP SHEARWALL rc TYPICAL BEARING WALL @ STEP rCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 518" OR 1/2. HIGH ALUMINUM DRIP ��s�� STRENGTH CEILING EDGE 5os���c+� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �,� GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD 2 ROWS OF 2x BLOCKING " ,�N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8 O.C. WALLS EXTERIOR WALL 8" C.M.U. () @ 2x STUDS @ 16 O/C / FOR WALL HGT. s 8-6 . (2) 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: ROWS 2x BLOCKING 3rd PTS INSULATION PER 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR @ BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT " #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR c��l LAYERS W! TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. @ 24"" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK NAILER 5/8""EXPANSIONBOLT 24"O.C. IF NO UP LIFT ON @ PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE ( SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR STD. 90'HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500# MIN. TENSION 2600# s TYPE "S" MORTAR ) (6)1/4"x31/4" TAPCONS 2X P.T. PLATE 20"MIN. LAP 24"MIN. LA ) USP SPT22 TYP. 6 x 6 W1.4 x W1.4 WWF OR [ BOLTS 6 MAX FROM 6 x 6 W1.4 x WIA " SPACED EVENLY FIBERMESH #5 REINFORCING " 2x P.T. PLATE :. EEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d ARCHITECTURAL c PER MANUF. w o FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v ° 1X2 PT WD FURRING @ 24" O.C. ' ' ` " ° . GRADE 40 MIN. Fy= 40ksi J a . GRADE z #3 8 #4 LAP SPLICE a rs D T FINISH GRADE g [GRADE 60 MIN. Fr- 60W 4 (1) #5 VERT. IN FILL MONO OR STEMWALL Z �"� o > 25"MIN. LAP [30" MIN. LAP] a 1/2"GYPSUM WALLBOARD ° g CELLS (SEE FOOTING MONO SHOWN P _ " w ° U.N.O. FOUNDATION PLAN FOR CLARITY o a _ _ O0 6 MIL VAPOR BARRIER A. ° R 17/8a y FOR LOCATIONS) ° I=III= I=III=III=III=i z #5 REINFORCING BAR 1x4 P.T. BASE NAILERIII=1_ 1= z ' ' #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION � o° I-III=III-III-III=III--I I � • • ON 3 CHAIRS �� NOTE: 8 ° ° ° III_- I i ==1 I = 1=III= 1 N > ° 36"MIN. LAP (36" MIN. LAP] " " " 31/4 BASEBOARD PORT AT EACH " 8 1-4 8 FOR BEARING WALL I=III= � 1=III- I =1 I = I � COMP. SOIL. (COMPACTED TO (TYP-) FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ - 95% MODIFIED PROCTOR ASTM gyp" WI UPLIFT ONLY __ MIN. 2500 PSI CONC. SLAB _ _ - I i- D1557 M AT GARAGE CONTRACTOR I l i=1 I I=1 .III-III=1 I=1 I=1 I I=1 I I=1 I I =1 I =1 I I=111=1 I I=1 I I ) #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, ; I I 1 i1 11 I II I I I II =III=I I=I (-I 1=III= =) I I=III= 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE -1 I -I LI-III-III=-1 I-1 I -I 1=11 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR • DECO "FIBERMESH" BELOW GRADE to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 SLAB INFORMATION. SLAB INFORMATION. N ' p • 6 •► ? 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 � SEE PLAN WWF OR FIBERMESH c 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) S.G.D. (U.N.O.) 6 MIL VAPOR ► z " 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN E BARRIER ' c 'r 1 min. 4 ° AT 24" O.C. MAX. " FOR TRUSS ° . 'v GRADE CONNECTION INFOSEE PLAN FOR -77�• COMP. SOIL. P • T to ! TOP OF BEAM " " & LAYOUT DESIGN ` .° (COMPACTED TO 95% (1) #5 REBAR w/ OPT. SEE ROOF PLAN `Q ^ .' . • - A C a ° MODIFIED PROCTOR E NCLOSURE FOR STRU . • ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L a CTURAL , BEAM SIZE & a CONNECTION INFO a - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8" MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. OPTION #1 coz0 ATTACHED PER NAILING SCHED LE SCALE: 3/4" = V-0" S3 SCALE: 3/4 =1'-0" S3 1/2" GYP. BD. w > Q U SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T2x " HOLD GYP. BD. i7 w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB 0t-0" CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND , INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT ^ d < d ` -3 1/2" - SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND 14 O.H.D. RECESS 13" ORD. RECESS E ;t d � � GARAGE w/ 1/4"x3" TAPCONS AT 8' PAD FOOTING PAVERS ' r CONCRETE NAILS W 1 1/2 1/2"GYPSUM WALLBOARD U.N.O. 8" MASONRY WALL^ EXTEND FILL CELLS EMBEDMENT @ 12" O.C. .. W! DRYWALL SCREWS @ 8"OC TRIM PER PLAN . TO FOUNDATION PAD .� ' ' • .. ; ' • :: • : ' .' " .. ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ' --- r PLATE TO CONCRETE " ON FLOOR PLAN r� _ . �A d • ;.'' •• •' '° (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, . zGRADE d . o0 " '•' . i.• 4" eio ' :.: ' °P TENSION 120#) CONCRETE SLAB E M SIZE VARIES PER PLAN - _ - - Q a_ _ T 4" T ` 6 x 6 W1.4 x W1.4 N w/ MIN. (2) #5 VERTICALS w =1 I=1 I d J d.-III-III-III-I 4.,. •' •::''� *... •, .;'' ^ a c WWF OR FIBERMESH T "' FILLED SOLID Z = w E5 �=1 I I=1 =: I 1=1 1= - w �- ~a w o I I I -III -'---- - v I I I=1 I I .y.....•. _ _ .y.... E� _ d BRICK PAVERS or SLAB PER wrnw . -_III- Z o _ _ _ s z S o x -=1 -1 ! ° 4 - - - - �" I=1 1==_ _ 4h 6 MIL VAPOR = _ 'r - t; l = _ - - = I=I I-= V-0" FIN. FLR. COMMUNITY SPECS I I I 1=1 I I=I I H I= I I =1 I 1=1 I I-= SEE AIS3 OR J/S6 SEE AIS3 OR J/S6 _ - =1 - -- ' I =1 I �= I �1 1=1 1=1 1=1 1=1 I I" _I _=1 III III= 1=1 I I=1 I I=1 I = 1=I � OOTING c� FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER - =1 I I =1 I_: 11-III=1 I =_III- _ _ _ I I-1 I I=1 I-III=1 h I I -1 i t I I t- BEYOND ' (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -il ( III 1I T I -1 I' • �, - .:.. :.. �.. v�•y. PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1 (2 STOR " 1-8 (2 ST � " RY) 4" 4" � y• FOOTING WIDTH � :� CONC.PAD NFiON SEE SCHEDULE r GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4'" V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C� to z g ID z z a z cn 4--J w O w c to U E _ 8 0MIM M IaM •- N 0c _ AI B De N•(••6.D.0 It � E N tp s•: rI Ui O LLlc;5 L 0 ' �...... W a 9� ,,'iilf;lE1I AD To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N IL OCD M V j M LI 1 a LL a , a�M CO a E Wg z J 0z z{y�iQ��ljO� W � W OZ. U z J �w M .-� c(V}}J , z Cn rl In N LA U LU a Rffik6i J ^a Z - Z p WQW QVQ Moza W o M W f- z z0-4 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION N0. 1122 JOB NO: 17-4137 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION '---2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED j4 DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W1 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING ---(2) 2x HEADER PER PLAN 2x BOTTOM PLATEW/(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD UPLIFT CONNECTOR (TY SEE ELEV. TRUSSES @ 24" O/C (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 TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W1 (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2X CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW S 1/2"EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4' O/C BOUNDARIES 6- O/C EDGES & 8"O/C FIELD USP SPT22 @ EA. STUD----' 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID WIGROUT 1 #5 VERT. IN CONC. FILLED CELL W1 1 STD. 90A 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.) `i­­ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. "I SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ND FLOOR 1/2" MINIMUM CEMENT FINISH /-TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3* DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3- DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8- O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2"MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 701.1217K WALL CLEAN -OUT rA SCALE: N.T.S. I i,, �4 SHEETS FOR INSTALLATION INFORMATION BY REFER TO WINDOW PRODUCT APPROVAL MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT wmi�! ME I !l $6 11 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 V-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL - MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 \ Uj FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 1' : 4 POURED CONCRETE BASE FOR bOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 75/8, 811 v Lj -SOLIDAREASARE F1 STEEL AND GROUT INTERIOR _j F] WALL El CL, DOOR OPENING DOOR OPENING EXTERIOR -/1 WALL Fol 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE MASONRYLAYOUT � �4 SCALE: N.T.S. SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK -DOOR OPENING -Ct VERTICAL JAM 518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL 4 4 4 WU 4 4 1 . . .1 1 4 DOOR STOP < MOLDING z a< 4 2x TOP PLATE 2 co GARAG -16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24' O.C. MAX. - ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12' O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK II( �K SCALE: N.T.S. SCALE: N.T.S. 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 W/ (6) 10d 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 2" x 4" WALL 211 x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1' 4 (1) (2) (1) (2) (1) USP LSTA30 41-91 (2) (3) (2) 1 (2) 1 (1) USP LSTA30 V-16' (3) (4) (2) (4) (2) USP — 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 -ROWS 12d NAILS STAGGERED 3 @ 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 ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2X SILL PLATE W/ MP3 CLIPS EACHSIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NA HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. � �4 -USP SPT4 SPT241 USP I. 2X STUDS @ 24' O.C. TRANSOM FRAMING SEE SECTION AAISI AND BB/Sl FOR ADDITIONAL DETAILS LINTEL USP P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24- O/C - 7P.'yP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6"O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16' O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STU�D LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR T. 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. ,W/ 1 (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL------ H I W/ STD. 906 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ 0 2) 16d NAILS TOP SPLICE 1 �,--2 ROWS 10d @ 3"O.C. (14 > NAILS TOTAL) F-k SIDE OF SPLICE STAGGERED o jL-10d @ 8' O/C ATTACH ALL -j EXTERIOR STUDS W/ �816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. �4 F= 2240 LBS USP nC USP SPT4= APTIA--i rT--USP SPT4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL USP NAILED INTO TRANSOM FRAMING USP_ SPT22 USP SPT4 INTO TRANSOM FRAMING SP SPT22 SPT4 I I rUSP SPT4 � < A I I _1� I 2X8 P.T. BOTTOM PrE 5/8"X10" 7 BOLT @ 24" 0 C MAX C-) (MIN. (2) PER BOTTOM PLKM 2X8 P.T. BOTTOM PLAT E I 5/8"x10"J" BOLTS @ 24"O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 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 K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"XlO"J-BOLTS @ 2'-0" O.C. MASONRY WALL C SPT4 1 Od NAILS @ 4" 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. K A L PLYWOOD SHEATHING PLYWOOD FASTENED TO TRUSSES 10 WITH 8d COMMON WIRE NAILS @ 4" o O/C BOUNDARIES 6" O/C EDGES o & 8"O/C FIELD L 1z SPT4 : o PLYWOOD o SHEATHING MASONRY-- o WALL BELOW o 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE' 5/8"DIA. ATR EPDXIED MIN. 6"INTO BOND BEAM @ 24' O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 z z z < __j CL z C1 V) (D 4-J MLu 0 U — 12 U-1 0 E (10 N 0 cv) LU E 8 0 @ -8 0 cc, z U_ Go 060 < 0 W) 0 MD. 11, C, 11, D, 0 R? -.11 lit *I, Nm �\\, <e,o W NN co el , VL z To the best of the Engineer's knowledge, information, and belief, the stru tural plans and specifications contained within these drcawings 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) 0 Z " 0 4) N M 0 a r1r) 4-J N V) M Ln 0<_ (10n 0 Ln L- U_ CL o--� CO) _1 00 z E z WUJI _j CD �D mi 0 CC Z z u_ % Ia 0 z z in co r-4 W LU z en C:) W V-4 N Ln Ln OR 3i Z5 9 0 -0 < Z 0 0 Q1 Ed PO z z HT ni L_ (1) > = z 11.1 _j F_ U, Lu Wi � V) ce) viiii-11 0 z LU > 0 Z :5 z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. S4 SEE STRUCTURAL _\ SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24 O.C. ^7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER 24" SEE TOP CHORD SHEATHING DETAIL EA, OUTLOOKER 2"x4" O.C. (OPTIONAL - BLOCKING FOR OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL- ROWS 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSEESS @ USP RT16 OR FOR FIRST FOUR FASTENED W/ 2 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CROSS3"@ BRACE EQUAL @ EA. ROWS OF TRUSSES @ 24" 0/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT HEIGHT OF SHEATHING TYPICAL BLE TOP PLATE DOU 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END • • SILL 1/2" CDX PLYWOOD OR EACH JOINT WI (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d EA- END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48-A 2x4 BLOCKING V111(2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " OF TRUSSES FROM EA. END 2x4'T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0"9 MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" 0/C MAX.) VV7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION (a� WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. CJ`5 SCALE: N.T.S. $5 SCALE: N.T.S. S5 REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL 16d NAILS @ 24 O/C X-BRACING, AND TOP " NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) INFORMATION to "' a0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4 1/ " WOOD TRUSSES eO 11 eo APPROX. 8" FROM OUTLOOKER 24" MAX. SHEAT SHEATHING TYP. DGES OF x 1 1/2" SCREWS ' RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END -' -- TRUSS SPANS `r7Ir' GABLE RUSS T ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING /; OSB 1/2" CDX PLYWOOD OR 7/16" W VN AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 ^x 6 @ 48" O/C FOR THE (2) 16d NAILS 11 SHEATHING ATTACHED LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 0/C W/ 2 -16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED =><<K- / SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) - ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'T" ON TOP OF PANEL-7' OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEETYP.WALLSECTIONFOR SCALE:314"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 5EE PLAN FOR OCATIONS) (2)16d PER JOINT ....... , , .,,...,.,.....,. „..,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3116"x1-3/4" - WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL DI BLOCKING, FASTEN WITH f10dx3"@4"O/C SP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 wr BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED WI 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL Mn GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @7m;l 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE'IT" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 010" - Y-0" 3'-0"- 6'-0" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. do o er C7 a qc'� CORNERJACK Y W z Cr o U , HIP FRAMING REFERENCE PLAN a w a_ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I t-CONTINUOUS BOTTOIIA CHORD BRACING 2X4 MIN. 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 Fm /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 0 z o z� Z Q J (� z 0 Q) " N 4-Jw ID(O 0 •— O w � �Lo E o V) = o U oLU SO W ® fJ L U Q' C Y < CM Q�p O Q O A' D. NCB�UC �'• ••� �i a:a GUM'' <. Nam` To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 h M O M �4, MIn a d" L_LLn a Za cC Cl CO z Lu W 0 05119 W m jrz<0 Ova =�Zwwz�Z MSt � M 04 UJI z w� O h In N In "0 Z Q U �ozm� a L z W J E Z5 QF�� — YRW oi`izo zo IF- S zd M0 z LU CD M z .. .. a z � J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. S5 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF> PIMH 4:12 OR LESS. 12 < PRE ENGINEERED WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. -ROOFING (SHINGLES) FOR UNDERLAYMENT SHINGLE ROOF INSULATION BAFFLE REQUIR MENTS SE R905. 15/32"CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN C-) r) UMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING ­­-­`� 2X SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7"O/C SEE SOFFIT SHEET CEILING & 8"O/C WALLS ATTACHED WALL SHEATHING TO 1/2"GYP WB (2) TOP PLATE W/ 8d @ 4- O.C., 2 ROWS DOUBLE 2X S.P.F. TOP PLATE IIX2 NAILER d PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16"O.C. 2X S.P.F. STUDS a ED ox W/ (4) 16d TOENAILS TO TOP PLATE 0 C 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 2X BOT. PLATE W/ (2) 10d @ 6- O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"OVER U METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD 'L 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od E W/ 1 0 W LAYER V8" THICK. C F , COMMON @ 6- OIC EDGES AND 12- O.C. FIELD ELD LL U_ x: INSULATION PER E 2 -M -W OSB 1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB — CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON 16' O/C d OMMON 0 6 O/C TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SG. FOR AN AIR 1000S R �_FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TRATION AREA W/ ;Dd FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED wm THE CONCEALED S6 S6 S6) X_(kG ,)E SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM STEM ETAL SEAT \�ER�PLAN 0 R FELT PAPER FOR MOISTURE BARRIER :4 -1-R 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 518' N., � W., I 1�11 GYP.TYPE 'X" @ GARAGE ONLY) W/ 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2"GYP WB I P\�=8"XV%16"CONC. KNOCKOUT INSTALLATION PER BLK W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL USP LSTA24 STRAP W/ 8-1 Od X 11/2" NAILS TO STUD 'END SHEATHING TO IF BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE JI FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x I -1t NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST 'USP MP4F @ 24" ox. w/ 12-8d NAILS 1StFLOORWALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2) 10d @ 6' O.C. NOTES: USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP W/ 8-10d X 11/2" NAILS TO STUD & 8-10d x 11/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD IIST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS E S6 irr" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 A L,�- FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U_ 4*x4" INSPECTION PORT AT x a. EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48' 1 1 x WID FURRING @ 24" 0 C LU (a IL AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD to 4N TO CUT BLOCK OR POUR WALL FROM EA. END. II TOP & MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 MUNICIPALITY 11 4"to 6" BELOW GRADE DECKING —\ I L! ATTACHED WALL SHEATHING 7 _74�� __7 3< TO BOTTOM PLATE/CHORD W/ 8d '4 nz @ 4- O/C, 2 ROWS STAGGERED a FINISH GRADE go dis a, FLOOR TRUSS SEE FRAMING PLAN 6X6 W1.4XW1.4 ij 4 2� FLOOR T 'RUSS WWF OR H FIBERMESH A' SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. (3) # 5 REBAR ON 3"CHAl 4-6 STD. (SEE 90'HOOK DETAIL) 2"x4" CROSS BRACE i - 48" USP HTA20 @ 24' O.C. W/ W/3"MIN. CLEARANCE O/C FOR THE 1 ST 7-0" OF 10-1 Od X 11/2" NAILS INTO END WALL W/ (2)1 Odx3" @ EA. BLOCKING TRUSS& MIN, 4" TYP 2-STORY WALL SECTION rT� END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. SCALE: 3/4"=V-0" � �6 2ND FLOOR FRAME CONNECTION le.*** �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1" ^ ^ 2"x BOT. PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS%( FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4- O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR TRUSS & MIN. 4"EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 11/2"=V-0" �6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2X BLOCKING @ MID HGT. FOR WALL HGT, < (2) ROWS OF 2X BLI @ 3rd PTS FOR WALL HGT. > V-6" USP SPT22 @ EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE — SEE SHEATHING "I SPECS ON FLOOR /_�!1/2' GYP. W.B. MIN. @ T' FZE SIDE IF APPLICABLE 5/8"DIA. x 1 0""J" BOLT W/ 8" O.C. W/ EMBEDMENT @ 24 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 26011 6x6W1 .4 x W1.4 WWF OR FIBERMESH 4' (3) #5 CONT. ON 3" 8" CHAIRW/3"MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 - --M--7-- - 1513T OSEI EXPOSUREI SHEATHING PROVIDE D BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET —1%"11 C -A 2 - - FLOOR SYST (2)- 2x TOP PLATE BEYOND ­:M:i:i:zP_ =11- 15/37 OSB I I I I I I I I I I EXPOSURE 1 SHEATHING Lu Lu x SOLID 2x BLOCKING @ ALL SHEATHING EDGES(SEE OPENING SECTIQN X-X) a: 6 E STUDS 1-2x BEYOND. cn SEE PLAN III I I U) u I-L iL-J uL__ji__.LL__LL W "1-2;4 P.T. BASE 2x RIBBON OR VERTICAL \—'&JHORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. (D 2 %,,, 0 FT. --- 4 FT . 4 F� 4 FT. ROOF NAILING ZONE -DIAGRAM 2x CRIPPLES @ 16" O.C. W1 (2) 12d TOENAILS T/B 1 Od NAILS@ 8- O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS III 6"O.C. ON EDGE AND 6"0.0 IN FIELD ZONE 2:8d RING SHANK NAILS 0 6' O.C. ON EDGE AND 6"O.0 IN FIELD ZONE 3 8d RING SHANK NAILS 0 4- O.C. ON EDGE AND 4- O,C IN FIELD (NOTE: IF 5V PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD (TILE) OR 7110' OSB MIN. (SHINGLES) SPAN RATED 24116 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE A717ACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM IV SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118" 3/8" "S"= NAIL 3/8" SPACING 3/4" 112" S 1/2 S 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING (Z) NAIL AT BASE 2 ROWS @ 4- O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4� O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT T' O.C. W/8d COMMON NAIL @ STAGGER ALL VERT. JOINTS & NAIL @ 4- O.C. W/8d COMMON NAIL (2) SHEATHING SPLICES Q HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS 0 4- O.C. @ (2) 8d NAILS @ 3- D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131' X 2 1/2" DO NOT OVERDRIVE NAJLS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IV. AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSEI FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W1 (4) 8d NAILS L F 2) 8d NAILS @ 3' D.C. WALL SHEATHING INSTALL. � �6 &NAILING SCHED. �?/0, VA, /c a a z T @ rn N u. 0 W U. 3: U. �_ U) r 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"X10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN \--INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FOR REQUIRED —'- CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24- O.C. W/ 2"DIAX 3/16" PLATE WASHER (MIN. SHEAR 351 MIN. TYPICAL TENSION 211 2500 PSI CONCRETE MIN a SLAB W/ 6X6 W1.4XW1.4 WWF OR FIBERMESH I E i4 A a R 'PICAL\ .A A A,. I IEEI I M A 7: -71 =1 I I . A (3) # 5 REBAR ON 3- CHAIR 4 W/3" MIN. CLEARANCE ALTERNATE FOOTING 2X STUDS TYP. P.T. BOT. PLATE -FLOOR TRUSS M S6 HEAD ER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS ISTUDS JACKS STUDS SIZE EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) USP LSTA30 4-9' (2) (3) (2) (2) 1) USP LSTA30 9!-161 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STLIDS@ 16" 1 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. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. ;0 FINISH GRADE Z? 2� @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. v S6 a w CD — z z < fl- z 0 Ln I ULj (T3 U LU U u E 0 g CL 0 < 0 a Do T ;11 4*,"� I I 1 1XV1, 101 N z �Lil F L co z umw cy 0 F, . I 1�. �,­ To the best of he Engineer's knowledge, information, and c belief, the struttural plans and specifications contained within these drawings comply with the Florida Building I 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 C*4 0 (v N 15 %D V) Cn a 0 M N M Ln -0 CL v z 4) 0 Ln CO M T-4 CL 00 z E W z UJ 0 _j a so 0 00 g. 0 8 z IW 8 H a ce CD Ln III N Ln 0 < z 9T z Uj CL !i I-r 7— oz� z Lu > z _j SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. S6 (MONO) Uj ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING I--- D 2x4 PT NOTCH INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) - PLAN VIEW SCALE: " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN T" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE44 STRINGER CONTACT POINTS 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" FLOOR JOIST 91IIIC SYP 2x8 SYP 2x8 SYP /,1 STRINGER MUST MA CONTACT WITH LANI 2x4 CUT C,...�.�� DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND � GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B tLlx4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER_-//�T� 1 SIDE) TO BOTTOM EDGE OF 2x12 STRINGER �ROVIDE MOISTURE PROTECTION 2x4 SYP BLOCKING ATTACH ALL COMPONENTS FOR STRAP OF STAIR TO CONC. W/ T" X PT NOTCHED INTO STRINGER 2 t" TAPCONS @ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND RISER ATTACH ALL COMPONENTS 1x4 GLUED AND STRINGER CONTACT POINTS OF STAIR TO CONC. W/ T" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. _SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP SCALE: 1" = V-0" E 2x4 PT NOTCHED IN AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON' DOES NOT BEAR IN WALL SECTION VIEW "D" SCALE: 1" = 1'4" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ----jIx12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D—D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-ArT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" rx8 SYP DRYWALL STOP MUST OT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = V-0" EN"iIiI,SECTION VIEW SCALE: " = 1'-0" 3/4 PLYW ON DECK --2x8 SYF AND NP FRAMIN 2x4 DRAF" STOP 2x4 BLOCk C SCALE: 1" = V-0" ER :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS G 'x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 rno nr AND NAILED TO LVL SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR )ER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "G" SCALE: 1" = V-0" NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING SCALE: 1" = V-0" J 1 HIM I-sUIVO I MUl.# I IUIN Ur. I MI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (1 ECTION VIEW "H" SCALE: 1" = V-0" 0 U13 T T Z cn Z Z Q W N �..i tL � p O LU EEg to i� � 2 0 m a U E W ® _ 0 0 N 020 = m C) Go Go a 0 o A B ' D. N C B U C '" . EN: �� A`��•ua 0y RL W '�%i � .E,�S� 1\N � 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. 1 O Z IN 04 n �> to M CD z M <V) mLnn 'Cr' 2: 2 LNn Q U- a 6 a ()D Q � � Z�M W J O J � W z Hin 0 ro-a ~z r-I $ � z a M O � � Ln N Ln r-1 OR cgs -�zaC n �0In� 926: z W ���� � r-I o � S O ,M-I M �!z� ~ c) Z .0 F— .. Z z11-11 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. ST 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER —1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE WI (2) 10d @ 6" o.c. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16" O X S LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W18d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 (TYP,) BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH ff MASONRY THROUGH �� 1-1 /2 DETAIL 3 DETAIL STD' . 90' HOOK (TYP) TOP & BTTM CHORD, AND @ (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK ITYP.) FACE NAILS 10d @ TRU5S VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. / 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" t2a NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS 1/4xl 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 - JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL :L k NOTCH WEB AT THE BOLTS INTO K.O. BLOCK ±5 FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CE FOUNDATIONPuw FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. ( A -A =1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS soup wrGRour 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)" x 2" BLOCK HEADER ARCH BLKG. & BUCK - :.:< :-`~' TAPCONS 1/2" DRYWALL * s `; `' :,; (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK `. - < ='• (4) k X 1 r WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45 DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION "` ` "' :.'' /' .'' : :' (2) STRAPS 2450#]) BRACES O 2 x 8 BRACE/ BLKG. TO BE INSTALLED 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" il CONTACT ENGINEER of RECORD FOR ' • ' � • • SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ,r'' BACKSIDE TO FIT ARCH NTO 2 x 8 (BRACE/ FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN . CONNECT W/ 8d NAILS LKG N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k O NAILS @ 8" O.C. �FRygH ARCH DETAIL J WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD TO TR10dUSS SCALE: N.T.S. SS O.C. + + F/yOT H PLYWOOD SHEATHING 1 1-0tr 5r_0rr JACK TRUSS PROVIDED BY SEE + + F12 TRUSS COMPANY OR P� 2X6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > tp _ Q EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT . I /4" MAX 2'-0" 8° TRUSS + SOFFIT • , ,• ► P #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + •` D' �" • ' CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , e • . ° ''► IN TOP Q 1 X 4 FURRING EACH TRUSS p d : ' KNOCKOUT / N • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) — .� CONNECTOR �� MONO FOOTING — - ,, �. • ... PROVIDE x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - 1 WITHIN 4" () JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • .► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .. DIRT ? z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAXPLAN PRECAST LINTEL %., • STANDARD Q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 9r7 r HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4M." WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY4'-0" @ (MAX.( ) �• , . L �• ; L. I• . "L, ; _ . k, _ BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" .%.• INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ✓ .• ✓ .• • ✓ . • ✓ .• ANCHOR INTO ARCH BLKG. FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION ENTRYSTEMWALL a@ L SECTION @ ROOF EXTENSIONrm_"� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR, B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION ? #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. Er EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6�_p" 5" EMBEDMENT & 3"MIN. 0 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 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 ,•. '., : p ; pI> d A REINFORCING AS FOLLOWS: �- LL 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. �'' ' : - =" °' `'`' SEALANT ';� + - '^ `° P' — — a g • PRESS PANEL REINFORCING INTO PLACE. ..: 5X6' EMBEDDED INTO .. -' 6" MIN. LAP SPLICE W/ p p 3 EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <;.... •.:' : REINFORCING PANEL is FILLED CELL SMOOTH. DO NO FURROW. , .,; :: ...:. ,...;.. ''r:' ..:::> •:,� :.:'...� `: -' ::: p . ° ° N DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT ;•`,` ' ""' }' ' "'` '� �''`'''`��'` � GRADE • >. . - o i SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. °" ::.��.:_; .:..;" " 6 MIN. LAP .p g °'2 O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST -" v ` SPLICE NOTE: N ° ' p " REMAIN FREE OF MORTAR. z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r > TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A 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. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 CD 1 Z S zz J a Z to � cn •� l) U- 1! 0 w E o t— U n M w c r Q O1 A 1 RD "C"_D' II4J gy�pp/ Z d i LLMZ,, yMy� ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z r4 o*,r., � M O M a�M Ln Q a LL_ , z Iti V Q. G � Q � z � Wko Z J T J z 00 �g0 aU z 8 M CD Lan N In o� �3 -0 z a N LU o� > _j iz OC 0 en Cn Z LU zCD .. re) Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. SS *DIAGONAL SPACED AT 16-1)" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-10" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A A . -----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE A,\ VARIES W/ 2zT1 '-4w ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSSOR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL K�7 SCALE: 3/4" = V-0" ��j CB BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-4- O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W1 (14) - 1 Od X 1 1/2" EACH afl 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX TRUSS SEE -ROOF w" SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N SHI PROVIDE 2X4 MIN. BLOCKING AT rk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP* -f TRUSS N G.T. Ar ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER [jAUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. wl (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL �C_v INTERIOR BEARING SCALE: 1/2"= V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT - EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S16 FOR MORE INFO. 2X4 BASE PLATE W1 USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: 3/4" = V-0" (2) 2x8 #2 SYP W/ — 7/16" O.S.B. FLITCH PLATE TOP @ TRUSS BRG. TYPICAL BLOCK WALL SCALE: 1/2"=11'4' EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE [-JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 I FOR BEAM SIZE 2x SPF #2 AT 16" O.C. U BUILDER FRAME RADIUS AS REQUIRED KNEEWALL" ENTRY FRONT WALL P SCALE: 1/2"= V-0" USP LSTA18 USP HD4101F BUCKET CENTERED @ SEE ROOF PLAN FOR SPLIT TO TIE MORE INFO I \_ BEAMS TOGETHER Z_ SEE FLOOR PLAN FOR COLUMN SIZ M= S: E I I 71/ Z� 1 & ADDITIONAL INFO. I SEE FLOOR PLAN L SEE FLOOR PLAN FOR FOR COLUMN SIZE L _j COLUMN SIZE& BASE L — — I & ADDITIONAL INFO. OPTION A CONNECTION INFO OPTION B 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDLILE/PLAN COMMON 13M. TO POST ATTACHMENT SEE ROOF PLAN _ SCALE: 3/4"=V-0" 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN FOR BEAM SIZE & \ BM SPLICE OVER CONNECTION INFO. A �� A CENTER OF POST SEE PLAN FOR ARl, TOP OF BEAM SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER ,--SEE OUNDATION SEE PLAN FOR MORE INFO 51 COMMON 13M. ATTACHMENT SCALE: 3/4"=V-0" NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-1 Od NAILS @ 8'O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(l 0)- 1 Od x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(l 3)-1 Od NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2"= V-0" k 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-1 Od NIDDLE ROOF AND EXTERIOR SHEATHING ATTACHED )N )N USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 TRUSS TO LEDGER Z SEE FLOOR FRAMING PLAN AND 2x8 #2 SYP CANT. LEDGER W/j J/S6 FOR MORE INFO. VERIFY WITH LAN FOR LOCATION AND (4) 16d NAILS @ EACH FLOOR DIRECTION (IF PARALLE SEE 2/D2 TRUSS. MAX 24" O.C. (AT HIP 1 JACK LOCATION INSTALL (5) FOR BLOCKING INFO) NAILS EACH SIDE) MASONRY WALL CrYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" 8d NAILS @ 6" O.C. TO BLOCKING BELOW 2x4 BLOCKING @ 48" 2 ROWS OF 8d O.C. W/ (2) 16d @ 6" O.C. FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS -FLOOR TRUSS W/ USP H2.5A TO BRG/S.W. BELOW PLYWOOD SHEATHING FROM BASE PLATE TO TOP OF FLOOR TRUSS ATTACHED PER NAILING SCHEDULE I - 2x4 SPF STUDS SEE C/S3 FOR @ 16" O.C. WALL ADD'L INFO. SET BACK Z'PER DETAIL C/S3 17,7777v --)'----,SEE PLAN FOR DIM. 47 SEE FND. PLAN N FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES 6 STEP-DOWN, WALL TO TRUSS SCALE: 1/2" V-0" USP LSTA30 w/1 1 -1 Od TO BEAM & TO COLUMN M STAM 36 W/ (13) - 1 Od NAILS & (5) 1/4" X 2 1/4" TITEN SCREWS EACH SIDE OF EXTERIOR CORNER (2) 2x8 #2 SYP BEAM W/ 7/16" O.S.B. FLITCH PLATE BUILT-UP COLUMN MIN. 2-2x4 UNDER EA. END OF BEAM. MIN. (2)-10d @ 8" O.C. EACH PLY 2 X 4 P.T. PLATE CMU BASE FILLED W/ CONCRETE SEE PLAN FOR SIZE KNEEWALL @ ENTRY FRONT WALL (Corner shown. Interior Column similar) 3/4" T & G PLYWOOD SYSTEM 42 2X4 SPF 2 STUD ACK SP SPT4 // (6)-1 Od 1 1/2" PLATE INTERIOR GYPSUM BOARD SHEARWALL SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" Od NAILS @ 6" O.C. 16d TOE -NAILS @ 4" O.C. 1/2" DRYWALL EA. FACE ATTACHED W/ 5d COOLER NAILS OR 1 1/2" TYPE S OR W SCREWS @ 7" O.C. 2X4 SPF #2 STUDS @ 16" O.C. U.N.O. ON PLANS SEE C/S3 FOR MORE INFO. Z M - § z � < wv� z V) 0 (3) 4-J Lu C) Uj V) 'Ea E Ln F-- (10 0 Cj 0 (n < �A I N.C." 13 C x eo W \\N k., .4w.. A_ C%L.ULL� ..Lu %.0 CO Do To the best of the Engineer's knowledge, infor'mation, 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 seal. z IN 0 W N �.4 w CD *5 t4i 0 rn a en N M 10 z —'sX Ln LL M -I CL Co < E WLLI _j 0 0 vz z<08 21. 8 .z III _j 0 zz C*4 Ln r%j Ln W _j IP 9 ly 0 `a < z < < �_ W g5l6i z LLJ P _j cies >- u) Z z Ce R en 0 — [W- z CD .. 0 LLJ > z 0 Z W :5 0. W 1-4 _j SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. D1 I (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE i TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER / THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. I EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. (22) 10d NAILS 2x SPF TOP PLATE (2) - i I FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO OA SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE / / �, 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER I DETAILS 2x STUDS LO FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © 2x4 CONTACT „ 8 O.C. EACH SIDE EXTERIOR HEADERS END OF SILL. MAX. SURFACE q 2x4 #2 BLOCKING O U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x I FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER SILL PLATE W/ MP3 CLIPS EACH SIDE THAN 4 FEET BUT NOT EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END ---------"------------ CORRECT BLOCKING w/ (3) 12d EA. END ' INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK FLOOR DECK JAMB INFO 2x CRIPPLE AT EA. WALL USP LSTA 30 w/ (11) -10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL �� 1-1/8 RIM BOARD % END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS ^. CENTERED ON FLOOR SYSTEM TO SHEATHING (MIN. 7/16") VERIFY W/ PLAN ,. 8d NAILS @ 3 O.C. / /� JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN NAILED TO STUD PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR ol WALL SHEATHING / (2) - 12d TOE NAILS TOP I TIE BEAM @ 8,.° c FLOOR TRUSS/ I -JOIST SEE PLAN �' CENTERED W/ (8) 10d NAILS MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD �� ,�/ & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 Y4" TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" = % O.C. (MAX) AND @EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4"x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO (2) -10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2„ TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE _ (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN CRIPPLES IF LONGER THAN 8" TALL. T P. 2 - 2 x 4 SPF O USP RS150 W/ MIN, 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN THE FACE STUDS (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. OF HEADER/ 2 x 4 #2 SPF STUDS L C AT 16" O.C. U.N.O. Op USP SPT22 W/ (6)-10d TO STUD & W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN I I NAILING AREA (TYP.) � ' 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE - FLOOR PLAN FOR HEADER G (2) 2x HEADER - (4) - 10d TO PLATE SEE PLAN FOR COL. SIZE I I I 1 I CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER I /�(2) USP MSTA36 STRAPS CENTERED —I—I�— EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. END OF HEADER SEE Q/54 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS SIMPSON STRAPS DOUBLE 2x6 OR 2x8 TOP SEE STANDARD HEADER PLATE SEE PLAN CONNECTION DETAILS FOR MORE INFORMATION 102C NAILS ILPS ABTB " BASE PLATE USP SPT4 EACH STUD OF 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/MP3 CLIPS EACH SIDE 2-STY. FRAMING AREA ADEQUATE) - USP SPT6 OR C B H B C PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 / EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. / I • ' SPACED W/IN 6" FROM OPENINGS 2 - 2 x 4 SPF . O 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER I I (BLOCK SOLID) / \ AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING FEET, A MP3 CLIP IS TO BE SEE PLAN FOR I I I I 2 x CONT. T & B G INTERIOR HEADER O PACK W/ 10d NAILS @ 8"O.C. INSTALLED TO EACH END I COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. T-_ r 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE ``��, - - -_ USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ 1-JOIST SEE PLAN (18) 16d NAILS & 5/8' ANCHOR BOLT W/ BOX HEADER SEE PLAN E F TYP F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM V. MIN. 6" EMBEDMENT (2) 2x TOP PLATE — (2) LSTA12 WRAPPED UP D t BASE PLATE ARE NOT REQ'D TO HAVE ' & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP f SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS ;� . _ _ , ,' SPT22 &SPT24 (OR SPT4) * PROVIDE EXTERIOR SHEATHING 10d NAILS & (4) V4"x2Y4" TAPCONS INSTEAD OF USP I CONNECTORS @ TOP PROVIDE 2 () CRIPPLES BELOW STRAP. EITHER STRAP IS PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE . FOR FTTGREQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF. @ 6 2 STORY COL. GIRDER (IF CRIPLLESARE LESS THAN SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 j 8 LONG NO STRAPS ARE SCALE: 1/2" = 1'-0" REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d 2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. " FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES 16" O.C. SILL MAY BE ATTACHED W/ ( - 6d USP SPT4 W/ (6)-10d X 1 1/2" @ TOP PLATE OVER TOP PLATE THEN DOWN W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24 O.C. INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/ �c�T i - �-_ _._ (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x CRIPPLES @ 16" O.C. 12d INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F482��T TOP SPLICE OA 2x STUDS @ 16" O.C. W/ (2) TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x tijj� • EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE , (2) -10d TOENAILS AT EACH (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF ' END OF SILL (MAX. OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD �`., SILL (MAX. OPENING WIDTH 4 FEET). ALT HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH END OF OPENING USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) � � FLOOR TRUSS/ ["JOIST SEE PLAN PLATE ATTACH Ile NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W/ (8) 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS �, W/ 10d NAILS @ 8"o.c. .� FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND DOUBLE ` CONTRACTOR MAY USE2x8FLOOR AGAINST 2x8 TOP TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM „ 10d NAILS & (4) Y4n x2Ya BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS t SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL s 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" OW) z� z�z Q J Z (1) — •i--J cn w 0LU E �V) � ~ U Is m~M w w c to _ U (nq ag Of vs in Q �o Al BD. J N p 3W x O � FLL LU W �r C� /'�. ESS\ nrlllllllllN To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O�r� � M O M LL H Ln Q 0000 z W J .I p� Z g-2 Ig 40 �Zzl,�ZW M J M C z® M O Ln N .. � W J W °3 Q Y 0 < za.w^'o W lu W —J u 06 Z 910Z� M w > •• ~ U Z w g Pz-1 J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. D2 " MIA 1 1`1 r_ rl JE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER I WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING tz /- 3/4"-l" BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND 0� - OR EQUAL WEATHER PROOF CAULKING WEATHER SELF -ADHERED FLASHING RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) SUBFLOOR HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLAHON AFTER WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 119 DO NO- BOTTO 1�1 A.�- SELF-ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED V! 16 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WP( kSHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST STALL SELF -ADHERED .ASHING JAMB & HEAD -ASHING, SEE ANGEDWINDOW EE DETAIL WP01) :LF-ADHERED FLASHING, (TEND A MINIMUM 6" ERTICALLY FROM )TTOM OF IRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 8 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 vi, SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 6�1 1�� SELF -ADHERED FLASHING INSIDE CORNER -7 Ground 7 FOUNDATION WEEP SCREED NOT USED 1 9 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.1 5 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1 . In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAiWDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 112" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS_ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as (D n each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor ­111111 Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 112" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALEi NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 112" 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 LO Z 0 0 N i L JIl) Cl- L/) CD (1) C-.0 4--J L, M (J LU 0 E 0 U) cl) v) m 0 F0 U U-1 E 0 cn C: cc c) T -2 - C'J 0 0 C) a) CD z LL co a) Q) 00 -�d r-_ a (z) -Y 0 < 0) LID 0 a < r cli S twn 6 C14 0 Z C5 f- cq 04 r- Z jA Z M __j :Z LJ- MW 4W IL 0 I , -T,. ­1 L 0� Uj (104 �- L� CIL > 0 4' W 0 <, L Z� - .0 Z 0 Z5 C� 0 0 Z E L L < 04 W N 00 b (D OL, CD C) 0 1:1 Ll 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 CO cle 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-D Z r-J 0 (1) r-, 1-� 4-J (Z) V) * 5 t > (J) (') l`-4 , (y) C) N " Ln -fa Lr) < a- tz- .C-- Q) Lr) Z < - U- F- CL re) L 00 < Z E LU Z LU C:) -J CD 0 0� C� Z LIJ iZ 0 LLJ Z I-- ��, L L" Z z > < LU U Y: , �S, 0 0 Z < Z >, C) 0 0-,� < < Z tD Z C) LLI LLJ _3 o� 0 " n- 3: U 0 0:3 o . U 82 a- 0 Z @ U.1 T: Z LU C:) Cf) -J Ln < LU LLJ 0 ILLJ LLJ 0 0 U ce 0 U W D! -MJ 0 POZ � C,f LL 0 =) �! !R F- Z CY Z Z Ly U, r) 0 ::) 0 Z 0 W LU 0 0 < < U F­- LU 0 > .- -J 0 > LO LU 0 LL Z ly LLJ Y 0 < on > re) 7-4 :D j:4 OCYZ , C) U) V) )< Z 0 LL, 0 rn c) ry) W < U- Z LU Z < > 0 Z -J SCALE AS NOTED PLOT DATE 12/7/2012_ TECH: FFLORES VERSION NO. v 2 2------- ---13 JOB NO: 17-4137 SHEET NO. W P O U) O �, > U O � LO USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report 0- O Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis�_ Cu - U N = CZ(� (� N � U 0 O L O Q. C _O HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 PRODUCTAPPROVAL O U_ HU26 FL10655.31 ESR-2549 Q �+- _O Q� i � Q W rir• O O ir• �� U O W V o0 I- O Z Z Q J SHEET NO. PA 1.0 A3 FL17244 1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 SPECIFICATION SHEET HD28-2 FL17232 3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232 4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655 45 ESR-2549 H D610 F L 17232.4 ESR-3445 H U610 F L 10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGAIOKT FL172366 ESR-3448 HGAIOKT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL114704 SIM200803 H HCP2 F L 17236.7 ESR-3448 HC 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 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219 2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS30 F L 10458.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A SINGLE HUNG General Aluminum Company Series 1550/1570 FI HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 FL15217.9 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL172327 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL172327 ESR-3445 HUS28-2 FL1065597 ESR-2549 HUS28 FL172327 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 F L 17232.7 ESR-3445 L U 26 F L 10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655 113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 J US46 F L 17232 12 ESR-3445 M ST60 F L 10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852 4 ESR-2105 LSTA12 FL17244 18 ESR-3455 LSTA18 FL10852 4 ESR-2105 LSTA15 FL17244 18 ESR-3455 LSTA24 FL108524 ESR-2105 LSTA18 FL17244 18 ESR-3455 LSTA30 FL10852 4 ESR-2105 LSTA24 FL17244 18 ESR-3455 LSTA36 FL10852 5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496 3 ER-130 LSTA36 FL17244 18 ESR-3455 LTT208 FL11496.3 ER-130 Boral Tile Saxony 900 FI.7849.13 - FL7849.16 N/A LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS208 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT I31 F L 17219.3 E R-0200 LGT2 FL 11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL1724422 ESR-3455 LTP4 FL1044619 ESR-2606 M P34 F L 17244.23 ESR-3455 LS50 F L 10446 16 ESR-2606 M P4F F L 17244.24 ESR-3455 WMI416 F L 10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240-3 ESR-3447 MSTA15 FL10652.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL1724418 ESR-3455 MSTA36 FL10652.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL1085211 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL1085211 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456 34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456 35 ESR-2613 MTW 16 FL17244.8 ESR-3455 MTS20 F L 10456.36 ESR-2613 M TW 18 FL17244.8 ESR-3455 MGT F L 11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441 4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 F L 17239.13 E $R3449 F GTR FL 114732 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852,1 ESR-2105 PHD2A F L 17219.4 E R-0200 HI F L 10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2813 RFUS FL6223 5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 R T 15 F L 17236 11 ESR-3448 H3 F L 10456 13 ESP-2613 R T 16-2 F L 17236.10 ESR-3448 H4 F L 10456 14 ESR-2613 APPLICANT SIGNATURE DATE RT 16A F L 17236 10 ESR-3448 H5 F L 10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 F L 10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H 2.5A F L 10456.12 ESR-2613 RTS FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 ESR-2613 SP2 FL10456.42 RTBA FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244 31 ESR-3455 SP8 FL10456 45 ESR-2613 SPT4 FL17244.32 ESR-3455 $PH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 ESR-2613 SPH6 FL10456.47 SPTB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH4 F L 17244.32 ESR-3455 U24 FL10655 141 ESR-2549 $PTH6 FL17244,32 ESR-3455 HHUS28-2 FL10655 3 ESR-2549 SPTHB FL17244.32 ESR-3455 HHUS410 FL10655 4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11488.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDO8-SDS3 FL10441.1 ESR-2330 CZ THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 TND412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 1_, LLJ Q) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below it (� they will be utilized on the construction project for which you are applying for a building permitWe recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A SWINGING ThennalN Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 �47.0/ 47 0 psf ThermaTm 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 WS (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Budding Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41 0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see inst shq 2. WINDOWS .15217.4 - FL15217.5 +50.0/-55.0 psf +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 155011570 FL15278.4 FL15278.5 +40 0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A HomeGuard Building Products, Inc Tough Skin Synthethic Underlayments FL21675.1 N/A C, ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219 1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202,1 N/A O'Hagin Manufacturing, LLC O'Hagm's Cloaktled Vent The FL16588.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849 24 - FL784926 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54 0 psf All American Shutters Galvanized Steel Storm Panels FL17889.1 N/A 6. STRUCTURAL COMPONENTS A WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FI..2197.1 - 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 FL1fi45.1 N/A Weyerhaeuser Engmeeredlumber -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, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8L7, PSboxBLT(5-5/B) FL5450.1 N/A Powers Steel, Inc. PowerBOXB 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 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1/9n017 FLX15225-R3 Code Entity o 20 20 Date pending im verslo manufacture Contact Engineer & License Validated By Valldalt%0 submitted FOC Approval Approved status Revision 2014 Thermo-Tru Corporation RickWrIght National Accreditation & Ryan J. King, P.E. 06/2&WIS W13=15 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management I nstiturte (813) 787-8555 Subcategory. Swinging Exterior Door Assemblies rick%arwbldgeonsultants. Compliance Method: Certification Mark or Listing com FLXl 5225-R3 Products Quality Assurance Approved for Use Approved for U Im Design S" 0 Product Model, Number or Name Product Dowrlation CQ"tW FAcIration Daft In HVHZ Outside HVHIZ R"Ista Pressure 5 e. &quotSmooth-Star&quat; and &quot Benchmark by e/8 and &0 Opaque and Glazed Fiberglass Door with 12/31f2021 No Yes No N/A Thorma-Tru&quot; and without Sidelites. Inswing and Outswing 8 f. &quotPremium SerierAquot, &quotConstruction 6/8 and 810 Opaque and Glazed Steel Door Wth 12J31/2021 No yes No N/A Series&quot; and &quotBan;�mailc by Th.r.-Tru&quot; Transorns. With and without Sidelites. I nswing and voth Transoms Outswing Florida Department of Business 8, Professional Regulation Building Codes and Standards Product Approval Application Detail FIL002NA4 9M Entfty or jyja yj= Mamufactitmir Contact 111:1121112KA110612111 Validated By Revision 2014 Clopsy Building Products Company MarkWesterfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6W2 Inc. (513) 51"586 Subcategory*. Sectional Exterior Door Assemblies mwasterfieldilliclopay.corn Compliance Method: Certification Mark or Listing FL#115279AA Products Page I of 1 1/K017 201 20 Date Pend Ina 2ak Validated Submitted FBC Approval Awroved am Gary Pfuehler 06/12/2015 03/19/2015 06/2112015 Quality Assurance Approved for Use Approved for Use Impact Doelon Sall Product Model, Number or Name Product Donficitlon Contract 8(piration Date in HVHZ Outside Resistant Pressure 37 037 W5-09 PAN-2F1 51: 84A, 94. 73, 75, 1500, 190. 78, Steel Pan (min. 25 go.) Single -Car (up to 97wide) 05121=8 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, ORSF, 2RST, 48,42,55,48B, WNDCODE&#174; W5 Garage Door PSIF 42B, 55S. GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S,EDSSV 53 053W5-le PAN-21`153: 84A, 94,73.75,1500,190,4RST, Steel Pan (mn. 25 go.) Double -Car (92"Ici 160" 05/2112028 No Yes No +30 PSF/-30 4RSF, 8RST, 6RSF, 48,42, 55, 48B. 42B, 55S, GD5S, wde) WNDCODE&0174; W5 Garage Door PSF GD5SV, GRSS, GR6SV, AR5S, ARSSV, ED5S, EDSSV 85 085WS-W PAN-2FI53:73,75, 84A, 94,42,48,42B, 48B, Steel Pan (min. 25 go.) Single -Car (up to 9'0'Wds) 05/21/2028 No Yes No +38 PSF/42 4RST, ORST, GOSS, GRSS, ARSS, ED5S W NDCODE&#1 74; W6 Garage Door PSF 102 102 W6-1 8 PAN-2Fl 53: 73, 75, 84A, 94, 42. 48, 42B. 48B. Steel Pan (min. 25 go.) Double -Car (92" to 187 05/2112028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, ARSS, ED5S wide) W NDCODE&#1 74; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1/9/2017 FL#152WR2 9991 Entity or 20 20 Date Pendina 21A I= YA= Martufacturer contact Enalneer & License Validated By Validated Submitted FBC Approval Approved 2"d Affirmation 2014 MI Windows and Doom Brent Sitfinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04130/2015 05/10/2015 Approved Category: Windows (717) 385-3300 PE-M114 (717) 317-8454 SubCatogory' Horizontal Slider tisillingerarnivid.corn Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1 521111 Products mull amuct Model, Number or Name Product Descriciltion Quality Assurance Contract Expiration Approved for Use Approved Date In HVHZ Outside for Use HVHZ LMg&g Resistant Design Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3112017 No Yes No N/A 72)(54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER 10SX48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER FL*13192-R4 Code Type Veral Manufacture Revision 2014 James Hardie Building Products, Inc, Category Panel Walls Subcategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL*1319244 Products =uct Model. Number or Name I Cemplank Lop Siding 2 HardiePtank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Coract Engineer & License Pingsheng Zhu Ronald 1. Ogaws (909) 349-2927 PE-24121 pingshong.zhu(pjameshor die.00m Product Description fiber-coment lap siding fiber-coment lap siding Validated By John Southard, P.E_ (352) 367-2526 Psge1of2 119r20117 pill _Dft Dote Pindina _Qjk Validtijad submillted FOC Approval Approved ftew 0812MO15 08/1712015 09/0712015 1011 &2015 Approved QualltirAssurance Approved for Use Approved for Use Impact Ceslan Contract &DInation Date In HVHZ outside HVHZ Resistant Pressure 01/01/20ifi Yes Yes N/A N/A 01/0112018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I/WO17 FL*15000-R2 Entity or 20 20 Date Pending 20 Vemic Manufacturer contact Eno Inear & License Validated By Validated Submilitted FBC Approval Approved I%= Revision 2014 Therma-Tru Corporation RickWrIght Lyndon R Schmidt, P.E. Ryan J. King, P.E. 0&28/2015 05r2912015 07t05/2015 0811912015 Approved Category: Exterior Doors (419) 2ge-1 740 PE-43409 (813) 767-8555 Subcategory: Swinging Exterior Door Assemblies rickyarwitild9consultants- Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#i5=-92 Products Quality Asaurance oproved for Use Approved for Use IM2ASI Design Expiration Date In HVHZ Outside HVHZ Resistant Pressure bow PToduct Model, Number or Name Product Descrisition Contract I a. &quot;Fiber-CIassic&quot; or &quctSmooth-Smr&quot. 6&N39;8 &quotNon-Impact&quot, Opaque Fiberglass 12/31/2018 Yes yes No N/A Door vvb &amp; Wthout Sidelits(s) - Outswing ()� OX or XO, OXO. )O� OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-RO 21cil Entity or Versio Manufacturer Contact Enaineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (841) 423-1334 Subcategory: Extenor Door Components nalson.krawheladoorgro Compliance Method: Certification Mark or Listing up.com FL#il$$T-RG Pnoducts ling Product Model. Number or Name Product Descricition 1 807, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal cloors, 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 8W4707 Page 1 of I 1110Q017 20 20 Date Pend Ina 20 Validated Submitted FBC Approval Approved 07121/2015 07/21/2015 07127/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Cieslan Contract Expiration in HvHZ Outside HVHZ Resistant Pressure 12/31/2017 yes Yes Yes N/A 126112017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/9QO17 FLXl527&A4 Code Ep-ttty 9 Date Date Date Pend Ina Tvpe Versig Manufacture contact Enoln"r & License Validated By Valida*O submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors BrentSitfinger Luis Roberto Lomas Steven M. Urich, PE 0910112015 08/31/2015 09/05/2015 1 Oil 6=1 5 Approved Category: Windows (717) 385-3300 PE-62514 (717) 317-8454 Subcategory. Fixed bsitinger@mKvd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15278-R4 Professional Engineer Products a-# Product Model, Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWNlg6X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN172X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWNI96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN FLX15272-Ri Code I= YIE92 ManUtdCtUnlr Revision 2014 Alside Category. Panel Wells Subcategory: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLM0272!Rl Products Product Model, Number or Name a. &quot;2T&quot Soffit 2 b, &quot, Alliance T4&quot: Soffit Quality Assurance Contract Expiration Date Amproved for Use In HVHZ No Approved for Use Outside HVHZ Yes ImD8Ct Resistant No Deslan Pressure N/A 12131/2017 12/3112017 No yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12(31/2017 No Yes No N/A Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1/942017 Entity or 20 20211111mus 20 Contact Engineer & License Validated By Validated Submitted MAUEUX Approved A" NickThompson Lyndon F. Schmidt, P.E Ryan J. King, P.E. 02/23/2015 02/19/2015 03101/2015 04/15/2015 Approved (330) 922-2389 PE-43409 (813) 787-6555 nthompson@alside.com Quality Assurance Approved for U Approved for Use Impact Doslan Product Description Contract Expiration Date In KVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A Vent or Solid Vinyl Saffit 12/31/2018 No yes No N/A FL*IM2-R3 Products Seq 0 Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 4301440 REINFORCED ALUMINUM SGD FL#15217-R4 2291 I= YA312 MBnufactufO Revision 2014 MI Windows and Doors Category'. Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FIL0110217-114 Products ling Product Model, Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FIL11111533M2 22" Ln Versio ManjittLqU= Revision 2014 MI Windows and Doors Category: Windows Subcategory. Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1633M2 Products 22" Product Model. Number orfi= 7 1445, SU7 AND 5547 VERTICAL MULLION FL#5444-RIO 9992 I= Verslo Manufacturer Revision 2014 Cortain'reed Corporation -Roofing Category: Roofing subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLNOW-RIO Praducts AW Product Model. Number or Name 1 Cortain'reed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED O)� XO' XX 9Wu0t;x96&quGt; SERIES 420 ALUMINUM SGD REINFORCED )O(X l43&quctx96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO l4Wuot;x9G&qucrt; SERIES 430/440 ALUMINUM SGD XXX 143&quotx8O&quot, NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD l43&qu0x96&quct Page I d2 1/9/2017 Quality Assurance Approved f2r Use Approved for U Impact Doolon Contract Expiration Date In KVHZ Outside HVHZ Raisletant Pressure l2f3l*0117 No Yes No N/A 12131/2017 No Yes No N/A 12131/2017 No Yes No N/A l2t3l/2017 No Yes No NIA 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & LlceDn Brent Siflinger Luis Roberto Lomas (717) 3e5-3300 PE-62514 bsidIngeramivd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 11SX72 Validated By Steven M. Udch, PE (717) 317-8464 Page I or 2 1WO17 20 20 Dals Pending 20 Validated Submitted FBC Approval Approved status 06/30/2015 0&25/2015 07/06=15 06/19/2015 Approved Quality Assurance Contract Expiration Date 1261=17 Agpirovied for Use In HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design Pressure N/A 12/31/2017 No yes No N/A 12J3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Corritact Engineer & License Brent Sitlinger Luis Roberto Lomas (717) 305-3300 PE-62514 bsidinger(ImMd.com Produgj Diescriartlon 1445.5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of I 1/9/2017 20 DatePandino 20 Validated Submitted F13C Approval Aporoyed 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved far Use Approved for Use Impact Design Contract Upiration Daft In HVHZ Outside HVHZ Resistant ftessurm 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 119n017 Product Approval Application Detail Entitty or Da 20 Date Pendina 2di Contact Eno Inter& License Validated By Validated SubmUted FBC Approval Approved Mark Horner Robert Nieminen John W. Knozevich, PE 12114/2016 12*WOle 12tl 5=16 Pending FBC Approval (610) 651-5847 PE-59186 (954) 772-6224 morkd.harner@sairvt-gob sin.00m Quality Assurance Approvoc! for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure. 3-tab, 4-tob, strip (no -cut-outs), laminated and 07/0312017 No Yes N/A N/A architectural asphalt root shingles Cl) -0 2 -00 > 10 Q) = .4-0 -6-0 0 CL) C:)- 0 2 CU .6-0 0 -0 4:11 4_0 a- Cl) cl) = -0 0 CU C.) 0 - CU C") C: L_ CL q ICU a 0 .0 co LL %4- C:) cc > T Cn CD co E L_ CU 0 L_ co -'0'_ C= Z Z W CIO < -6-0 0 ICU 0 -6-4 -00 Cn CD 0) ICU M ICU C (D Z Z SHEET NO. PA 1.1� FIL4123211147 Products 211" Product Model, Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 1IM017 Product Approval Application Detail QuaittvAssurance Aparoved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ outside NVHZ Resistant Pressure Asphalt saturated organic felt 0110712010 No Yes N/A N/A Search Criteria Code Version: 2014 FIL A 12328 Application Type: ALL Product Manufacturer: ALL category. ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Noma: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 2291 I= yj= Manufacturer Affirmation 2014 Florida Metal Products Inc. Category. Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FLO2075-R? Products 21K9 Product Model, Number or Name 1 RV1 0 FLXF04M9 220 Tybe Y2MLo Manufultuns Revision 2014 Boral Roofing Monierl-ifistile Categorf. Rooting subCatagory: Roofing Tiles compliance Method: Evaluation Report from a Product Evaluation Entity FLqM9-R9 Products S-0 Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxony QW - Country Slate, Shake &amp; Slate 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Shake 18 Saxony QW - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Vi:11Q wo 25 vi a 900 26 Ville 900 FLM2W"5 2M I= jWW2 manufacturer Revision 2014 Town and Country Industries, Category'. Shuftrs Subcategory: Storm Panels Compliance Method: Evaluation Report trom a Florida Registered Architect or a Licensed Florida Professional Engineer FLOIN56-R5 Products Ang Product Model. Number or Name I 0.050&quot Aluminum Storm Panel 2 &quotSsfety Edge&quot; Storm Panels 3 24ge Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/WO17 Product Approval Application Detail Entity or 20 Dist Date Pending 20 Contact Engineer & License Validated By Valld&W AlliklulMi FBC Approval Approved status Clark Jones Miami -Dade BCCO - EVL Miami -Dads BCCO - VAL 02127/2015 02127/2015 03=/2015 Approved (904) 7113-84W (786) 315-2590 clark@flaty=.00m Quality Assurance Approved for Use Approved for Use Impact Design Product Desigrilobon Contract Exciration Dab In HVHZ Outside HVHZ Resistant Pressure RVIO ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contilat Engineer & LL"M Validated By Thomas Jernmett ICC Evaluation Service, LLC Gary W. Walker (602) 2e9-2288 (205) 854-0160 thomes.jernmaVlooral.co m PmductDascription Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profl:: - Lake Waft Medium Profi - Denver Medium Profile - Stockton Page I of 3 1/9Q017 Date 20 Daft Pending 211111 Valldeted! Submitted FBC Approval Approved Status 09/1 Qr2015 08/25/2015 09/20/2015 Approved Quality Assurance Apprond for Use Approved for Us* Impact Design Contract Explogn 21M in KVHZ Outside HV`HZ Resistant Pressure 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12131/2018 No Yes N/A N/A l2f3l/2018 No Yes NIA N/A 12131/2018 No Yes NIA N/A 112/3112018 No Yes N/A N/A 12(3112018 No Yes N/A N/A Florida Department of Business Professional Regulation Page I of 1 Building Codes and Standards i/SQ017 Product Approval Application Detail Entity or 20 219 Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved am Tom Johnston Frank 1. Bannardo ORLANDO L. BLANCO, 0412912015 04/28/2015 05104/2015 08rZ2=15 Approved (954) 493-8551 PE-0046549 P.E. tomi4atc-alum.com (305) 510-8531 Product Description 0,050&quat; Aluminum Storm Panel v%ft Optional Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga (0.018&quot;&quoQ Steel, 0.022&quot; Alum (Pert and Non -Port), Clear Polycarb (Full and Hal) 24ga (0.0232&quot) Steel Storm Panel with Optional Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date 12/31/2018 Aigoroved for Ust In HVHZ No Approved for Use Outside MV Yes IM pact Resistant Yes Design Pressure N/A 1213112018 No Yes Yes +541-54 12/31/2018 No Yes Yes +1 00t-1 00 12/31/2018 Yes Yes Yes NIA FL#21675-RO Qu Versio Manufacturer Now 2014 HorneGuard Building Products, Inc. Approved Category: Roofing Subcategory: Undedayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Ang Product Model. Number or Name I Tough,%in Synthetic Underlayments FLS117202-RI 220 I= yj= Manufacturer Revision 2014 Lomenco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report trom a Florida Registered Architect or a Licensed Florida Professional Engineer FL*17202-Ri Products AKE Product Model. Number or Name I Deck -Air- DA-4 2 OmniRidge&#1 74; PRO Vent PR04-N FL#j5Q?S­R3 2292 I= yj= Manufacturer Revision 2014 Global Protection Products, U.C. Category'. Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed! Florida Professional Engineer FLXi507e-R3 Products k4itig Product Model, Numk2r or Name 1 20 Gage Galvanized Steel Storm Panel-JHVHZ 2 24 Gage Galvanized Steel Storm Pariels/NHVHZ FL#1507 2291 Un Veralo Manufacturer Revision 2014 Global Protection Products, ULC. Categorjr. Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#0076-R4 Products M9 Product Model, Number or Name 1 20 Gage Galvanized Steel Storm PanelslHVHZ 2 24 Gage Galvanized Steel Storm PanelsfNHVHZ FL*i?SS9-RO 2292 I= YjLW2 Manufacturer New 2014 All Arnerican Shutters and Glass Category: Shutters SubCaliagory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17M.RO Products S-0 Product Model, Numk2r or Nam 1 229a, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 2WO17 Entity o 291 20 Date Pendino 292 Contact Engineer & License Validated By Validated Submided FBC Approval Aipproved Status John Cheslak I ntertek Testing Services NA, Intertek'res1ing Services 020/2017 01/25/2017 02AMM17 (904) 240-1382 john.choslakohgwrap.co Inc. NA, Inc. -3321 (604)520 m 2UWXAUM3= Approved for Uss Approved for Use Impact Design Product Description Contract Expiration Date In HVKZ Outside HVHZ Resistant Prilitirsure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Toughskin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1/10/2017 Entity or no 201 Date Pending 2111113 Contact Enainser & License Validated By Validated Submitted FBC Approval Approved am Andrew Carter James L. Buckner, P. E. Steven M. Urich, PE 05101/2015 05/01/2015 06/10/2015 06r22r2015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lornanco.com Product Description Low Profile, Polypropylene Plastic, Roof Vent Quality Assurance Contract Expiration 07/1012019 Approved for Use Approved for Use Imigm Date In HVKZ 2d§WLft= Resistant No Yes No Design Pressure +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1/g/2017 Entity or 20 20 211111111122m= 20 contact Engineer & License Validated By Validated Submitted FBC Approval Approved Tim Robinson Waiter A, Tillit Jr., P.E. John W. Knezervich, PE 05/06/2015 04/2412015 05/1112015 0&23/2015 Approved (954) 689-7545 PE-44187 (954) 772.M4 fim.robinsonagppent.com Quality Assurance Aboraved for Use Approved for Use Im pact Design Product Descriodon Contract Exciradon Data In HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Parvels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or 20 20 Date Pend Ina 21111111 Contact Engineer & License Validated By Validated Submitted F5C Aoproval Approved saw Tim Robinson Walter A. Tillft Jr., P.E. John W. Knezievich, PE 12121/2016 112012016 Validated (9554) 889-7545 PE-44187 (954) 772-M4 tim.robinson(j9ppent.corn 2UMEAUUMM Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 1213112017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes NIA or not by tracks to provide hurricane protection. Florida Department of Business 9 Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 I/Mol? Entity a 20 20 2022M= 20 Contact Enoinser & License Validated By Validated Submitted FBC: Approval Approved mama Mike Barbieri Frank L. Bennardo, P. E Jorge A. Pomerantz, P.E. 07/03r2015 07/0312015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-0046549 (954) 394-8521 mikeboallamericanshutte rs.com Quality Assurance Appiroved for Use Approved for Use Impact Desion Product Description Contract Expiration Date In HVHZ OLUide HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I or 1 1/WO17 FL#5219-R3 210 Entity o 291 20 Do% Pending 20 I= Y2= manufacturer Contact 113111111UJILUUM Validated By Validated Submittod FSC Approval Approved Revision 2014 Thompson Architectural Metals Company, Iric. Scott Brown James L. Buckner Steven M. Urich, PE OSM1/2015 04IM2015 05/10/2015 08/23/2015 Approved Category: Rooting (813) 248-3456 PE-31242 (717) 317-8454 SubCategory: Roofing Accessories that are an fivalidation6yahoo,com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL*5219-R3 Professional Engineer Products 14W Product Model, Number or Narne Product Description Quality Assurance Contract Expiration Approved for Use Approved for Use Impact Design Date In HVHZ Outside HVHZ Resistant Pressure 1 11 - &quotFlat Top Off Ridge Vent with Beffie, for Ti"quot; Minimum 28 Gauge Stsel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A 8&#39;, or 1 0&#39r, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quatRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39,, 8&#39;, 12/3112019 No Yes No N/A Tile&quct; 8&"g;, or 10&#39,. Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&039;, 8&#39;, 12/31/2019 No Yes No N/A for Shingles&quot 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#1658"1 220 IM Verslo Manufacturer Affirmation 2014 O'Hagin Manufactudng, LLC Category; Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FIL911659"I Products S-8 Product Model, Number or Name 1 0&#39;HaginMg;s Cloaked Vent Tile FLAM50WRI 22sil I= yt= Manufacturer Revision 2014 Global Protection Products, LLC. Categorf. Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLM50MR1 Products AW Product Model, Number or Nam a 1 GPP FABRIC SHUTTER�SERIES 2000 FL#jS9"5 220 I= Verski Manufacturer Revision 2014 ITW Building Components Group Inc. Paslode Category. Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a FL#1999-R5 Product Evaluation Entity Products S-9 Product Model, Number or Name I ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW 13CG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 11AW2017 9XILUZ 20 20 Date Pending 20 Contact Engineer & License Validated By Validated Submitted FIBC Approval Approved Gregory Denials Miami -Dade BCCO - CER Ted Berri -an, PE 06/17/2015 0&17/2015 06125/2015 Approved (707) 872-3820 (305) NS-4707 gdanie1sQohagIn.com gMWML&UgMM Approved for Use ADDrOved for Use Impact Design Product Description Contract Exchrittlign Date In HVHZ Outside HVHZ Resisitant Pressu Attic Ventilation Product for ble roofing applications 04/04/2018 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1/9/2017 Entity or 20 202 Date Pending 20 22= Engineer & License Validated By Validated Submitted FSC Aporoval AoDroved Status Tim Robinson Waiter A. Tillit Jr., P. E. John W. Knezievich, PE 04r2712015 04/2412015 05K)3/2015 06/2312015 Approved (954) 889-7W PE-44167 (V>4) 772-6224 tim.robinsonQgppentcom Oualttv Assurance ApprovedforUse ApprovedforUse Im pact Design Product Descriation Contract CSRIMUQDJ20 11111.w= Outside HVKZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12131 r" 7 NO Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 119QO17 Entity or 20 20 Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FEC Anproval Approved is" Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03t25/2015 03/2012015 03/29/2015 Approved (847) 918-6473 (407) 881-1917 sawisoalpineitwcom Quality Assurance Aoigrovad for Use Approved for Use Im Pact Design Product Description Contract Expiration 2ft In HVHZ Outside HVHIZ Roslownt Pressure Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Metal Connector Plate 12/311= Yes Yes N/A N/A Metal Connector Plate 12(31/2020 Yes Yes N/A NIA Metal Con, r Plate 1213112D20 Yes Yes NIA N/A Cn —Cu > 2 C:). a 8 2 Clio .6_0 0 -0 (1) — Q_ Cl) =3 -0 C) CU Q 0 —CU Cn 0 L_ CL r— 0 CU V) 0 -0 CU 0 CU > C/) E CD CU) U -0 16+2 a . — .4-0 U) 0- 12 4 Z Z W CIO 0 co > 0_ 0 CIO 0 L_ Cn ICU 2:% M ICU Lu M < Z Z SHEET NO. PA 1.2. L as am O C N C- O 0 C CU -p CL ELff1@46-R4 Code I= Vetslo Revision 2014 Manufacturer Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Robert Taylor ICC Evaluation Service, LLC APA - The Engineered (541) 826-0200 Wood Association roberttaylor®bc.com (253) 820-7467 20 J� Date Pending Validated Submitted FBC Approval 05/27/2015 05/06/2015 J0 Approved 08102/2015 Page 1 or 1 1rorz017 ,gaty(e Approved Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail FL#2197-RfS C¢4! Entity or � j� Data Pending � I= Vajsig Manyfa�u� Contact Engineer & License Validated By Validated Submitted FBC Approval Approved talus Revision 2014 MTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Category: Structural Components (314) 851.7480 LLC. Subcategory: Truss Plates dwert@mii.com (205) 599-9800 Compliance Method: Evaluation Report from a ProductEvaluation Entity Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1/9R017 Product Approval Application Detail �L#1644-R4 � EMFri or � � Data Pending � im Verelo Manufacturer Contact Engineer &License Validated By Validated ,�pjtLed FBC Approval Approved Status Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 0=22015 Approved Category: Structural Components (541) 826-02M Wood Association subCategory: Engineered Lumber roberttaylor@bc.com (253) 620.7467 Compliance Method: Evaluation Report from a Product Evaluation Entity �� -s-.� ,a; t/ di= O O -0 () O C O O L O Q O LL CU C ,� CU Q � , Q ,� � E O N ty LO t� � (� C co CL � U) Q FL#2197-R5 Products FLS164444 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design in# product Model. Number or Name Product Description Contract Expiration Dab in HVHZ Outside HVHZ Resisliant Pressure QualRv Assurance Approved for Use Approved for Use Impact Design segx Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resista Pressure FL#1945-R4 Products QuailN Assurance Approved for Use Approved for use Impact )fie loQ 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A WA 1 Versa -Lam Laminated Veneer Lumber 01 /0112035 No Yes WA N/A 8 0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 MII 16 16 ge. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quotl&quota Joists O1I/012035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A WA 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A WA 5 MT20HS 20 ga. high strength truss connector plate 121312017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1/W017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page of FLM Building Codes and Standards 1/9R017 Florida Department of Business &Professional Regulation Building Codes and Standards Page 1 of 1 11912017 Code I= Versio Revision 2014 Manufacturer Weyerhaeuser Entltvor Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E Dim 21M Validated Submitted 07/06/2015 05i122015 Date Pending FBC Approval Date Appmvag 07/302015 Status Approved FL11168-R7 Product Approval Application Detail Product Approval Application Detail Category: Structural Components Subcategory. Engineered Lumber Compliance Method: Evaluation Report from a (253) 924-4064 (808) 839-1344 jim.anderson2Cweyerhae user.corn Q" Versic Manufacturer Entity or Contact Enalneer & License Validated By 20 Dim Date Pendina Validated Submitted FBC Aooroval Diu Approved status FL91630,98 FL#8627-R@ Products Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components eg Po Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL (813) $21-4841 (788) 315-2590 03/162015 02/242015 03/18/2015 Approved 249e Iypa Verelo Revision 2014 FLf1830-R@ Manufacturer Weyerhaeuser Category: Structural Components Subcategory Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Products Entity or Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E (253) 924-4084 (608) 839.1344 Jim, anderson2oweyerhae user.com 20 20 Date Pend Ina Validated Submitted FBC Approval 07/06/2015 05/122015 20 Approved 07/30/2015 Status Approved Aug 1 2 3 4 Product Model. Number or Name iLevel Rim Board Microllam LVL Parallam PSL TimberStrand LSL Quality Assurance Product Description Contract Dmlragan Date Structural Composite Lumber or Oriented Strand 03/312017 board Rim Board Laminated Veneer Lumber 03/31/2011 Parallel Strand Lumber 031312017 Laminated Strand Lumber 031312017 Approved for Use Approved laird No No No No for Use Outside HVHZ Yes Yes Yes Yes IM= $}silly[ WA NIA N/A N/A Design pressure N/A N/A N/A WA FL#15@-R7 Products $sa 8 1 Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing Product Model. Number or Name High Strength Concrete Lintels cparrinoocastcrate.com Quality Assurance Preduct DescriaW Contract Expiration Date 4, 6, 8, and 12 inch wide lintels 0521/2016 Approved for Use Approved for Use In HVHZ Outside HVHZ Yes Yes !M= Resistant WA Design Pressure N/A AMA 1 3 4 5 6 Product Model. Number or Name TJI 110 TJI 210 TJ1230 TJI 360 TJI 560 TJI/560D QualitvAssurance Product Description Contract Exolration Date Prefabricated Wood 1-joist 031312017 Prefabricated Wood 1-joist 031312017 Prefabricated Wood 1-joist 03/312017 Prefabricated Wood 1-joist 031312017 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood 1-joist 031312017 Approved for Use Approved for Use In HVHZ Outside HVHZ No Yes No Yes No Yes No Yes No Yes No Yes Impact Besistant N/A N/A WA WA WA WA Design Pressure WA N/A WA WA WA N/A FLs6527-R7 Code ZYBe Verelo Revision 2014 Manufacturer Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Retort from a Product Evaluation Entity EMttv or Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-4084 (808) 839 1344 jim.anderson2Qweyerhae user.com Pupa 2111111111 Validated Submitted 10/312016 10/25/2018 Date Pend Ina ) FBC Approve)Approved 24ft 11/05/2016 Status Approved F1.9158-R3 It� Iypa Verelo Revision 2014 Manufacture r CAST-CRETE USA, Inc. Category: Structural Components subcategory. Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing nor Contact EEngoinln eer b License Validated By Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL (813) 621.4641 (786) 315.2590 cparrino@castcrete.com Cat: Date Date Pending Validated a FBC Approval 05/08/2018 04/29/2016 20 ApglpYeg 05/062016 AMU2 Approved EL#8527-R7 Products FLif158-R@ ProductsQuality Sea tt 1 2 Product Model. Number or Name Microllam LVL Parallam PSL Assurance Product Description Contract Exolratlon Date Laminated Veneer Lumber 031312017 Parallel Strand Lumber 03/312017 Approved for Use Approved In HVHZ No No for Use Outside HVHZ Yes Yes I)}>part Resistant N/A N/A Deslgp Pressure ssVCe N/A N/A 1 Product Model. Number or Name High Strength Concrete Lintels Quality Assurance Product Description Contract Expiration Date 4, 8, 8, and 12 inch wide lintels 05121/2017 Approved for Use Approved for Use in,= Outside 4VHZ Yes Yes Impact Resistant WA J� Pressure WA 3 TlmberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/312017 No Yes N/A N/A ■ �� 5 Weyerhaeuser Rim Board board Rim Board Oriented Strand Board Rim Board 031312017 No Yes WA WA co (D Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Page 1 ofd 1 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 + O Building Codes and Standards 1/WO17 Product Approval Application Detail Building Codes and Standards +/e/Io17 ■ ati� �+ Product Approval Application Detail ELaeaso-RB Product Approval Application Detail FLX1774-R4 092 Versic Revision 2014 Manufacturer Manufact Commercial Concrete Products,lnc, Category: Structural Components SubCetegory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered galanal r Engineer or a Licensed Florida Entity or Contact Engineer & License Validated By Robert Gillis THUY H. HUYNH Florida Engineering (813) 659-3707 PE-60122 Solutions precastgatorCyahoo.00m (352) 588-5311 20 20 Date Pendina Validated Subrrittted FBC Approval 07/03/2015 06242015 0820/2015 Imp Approve 08262015 S=sd Approved 2M Iypg Verelo Revision 2014 FLX5450-R5 Products manufacturer Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of Now Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity or Contact Engineer & License Validated By william powers Steven W. Schaub SAMUEL A. (802) 437-1180 PE-80509 GREENBERG, RE,I= bill@powerssteel.com (813) 045-0168 Ida 20 Validated submitted 03/262015 0323/2015 Date Pending FBC Approval 03/302015 20 App(py2d 0623/2015 MAWR Approved FL#11383-R4 Coda Verelo Revision 2014 Manufacturer Powers Seel Inc. Category. Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida renal Engineer Entity or Contact Engineer & License Validated By william powers Steven Schaub SAMUEL A, (602) 437.1180 PE-60509 GREENBERG, RE, billapowerssteel.00m (813) 645-0166 2WA Dale Date Pending Validated ,Submitted FBC Approval 03282015 03/232015 03/302015 20 Approved 06222015 aim Approved ■ � FL#1774-R4 Products y� Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use P In HVHZ reproved for Use Outside-HVHZ impact Sesistant Design Pressure FLA113@3-R4 Products Rao 9 1 Product Model. Number or Name Quality Precast or Commercial Concrete Products Quality Assurance Product Description Contract Expiration Date Precast and Prestressed Concrete Lintels 05/25/2024 Approved for Use Approved for Use in HVHZ Outside HVHZ No Yes Impact Resistant WA Design Pressure WA 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01272017 consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing No Yes N/A WA Rep ff 1 Product Model. Number or Name PowsrBOXB Lintels Quality Assurance Product Description Contract Expiration Date Powers Steel Lintels are field assembled consisting 01/012017 Approved for Use Approved for Use In HVHZ Outside HVHZ No Yes Impact Besistant WA Design $essuLe N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. .ice W V O O (D CL CL U =3 CIO �+ O L co Ca V m Q VL m WICU a O z J z a J d SHEET NO. PA 1.3