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HomeMy WebLinkAbout6052 Paden Wheel StABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius Refrigerator Abv. Above F.PI. Fireplace Req d. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handier Unit Galy. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq. Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. TemperedThik'n. Cir. Circle K.S. Knee Space Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typ• Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Versalam Dist. Distance M.L. Microlam VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. Electrical Pc. Piece WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 05-24-07 8.12 CHANGES PER RED LINES FROM SHAWN REED I 05-29-07 9.13 CHANGES PER 05-25-07 RED LINES FINAL REVIEW FROM SHAWN I REED 4 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 1st FLOOR PLAN 2 2nd FLOOR PLAN 3 EXTERIOR ELEVATIONS - FRONT/REAR 4 EXTERIOR ELEVATIONS - SIDES 5 ROOF PLAN 6 1st FLOOR ELECTRICAL PLAN 7 2nd FLOOR ELECTRICAL PLAN 8 FOUNDATION PLAN 9 ROOF FRAMING PLAN 10 UPPER ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS FtEvim OAT CITY OF ZOPH U11 PLAN Il i( ALL WORK SHALL CO PREVAILING C,,,- MPLY WITH FLORIDA BU!�u,"' NATIONAL ELEC r r ,; .� :: i; AND CITY OF ZEPHYRHILLS OR6INANCES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 06-04-07 10.14 SHELF REVISION & COLUMN RELOCATION 06-04-07 PER SHAWN REED I \ I / I 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 02-12-08 10.16 WINDOW OVER ENTRY ADDED HVAC PLAN AND MODIFY GARAGE DOORS PER SHAWN REED 05-13-08 10.17 ADD WINDOW PRESURE CHARTS TO FLOOR PLANS AS PER SHAWN REED 02-11-09 10.18 CODE AND HEADER UPDATES 09-1-09 11.19 CHANGES PER RED LINES FROM SHAWN REED 09-1-11 12.19 VALUE ENGINEERING REVIEW 03-05-12 13.19 BUILDING CODE UPDATE 08-28-14 13.20 ADDED ELEVATIONS 7" & "G" 09-03-15 13.21 2015 NEW CODE UPDATE 05-02-16 13.22 PLAN REVISIONS PER MARK KIPP IENN**LRam MODEL 3711 THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. (� zMO ^ g � cc Q E3 ' Z O to (D Q) cn w �U — w O c/i y o r- � m 04 V W F— E ^ all m M _ tC M 1,:GN O o0 S 6 .0 LL. W :5 -00 " Y 4 Q p) O o G71 Q O A 1 B D� N C B n C -es t:ic;Iil�. 'A N aia t\ L Z ci ss Q., Q V Q a ', Z c ' i �:g 0�, , LL CP LU t 11,04 •. fffftttt°1°�q((((� u To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 C) Z O III M O Z M Q 0 QU Ln �6-fl. Co Q E Z W J � d' WaZ Wm¢wE� uHg�a0 OZrOaU Z Q Q U Q Q ? w Z �gobw OU)a�oo N ri M �Q. WpZ© uJ O ,-1 In N tCy W Q O �— Z Y a QW Ua00a �CO Z z L11 Z& Z Z��\Z WWO080 W = o F< — -J k_-o(n 2�>g62 _ I r.,gILL W W O LL Z ==QoS *� LLI T� > Wo � a p Z CD MO Y W Z .. U u UJI > ~ g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 [JOB NO: 17-2861 SHEET NO. C S T. — L,„ 1 i. 1L, c� fill i I :m .. ..J:'dJ',.n.: I n..: ... .I i. to conform to section R311.7 Riser height: The maximum riser height shall be 7 3/". The greatest riser height within any flight of stairs shall not exceed the smallest by more than s". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %". Nosings. The radius of the nosing shall be no greater that 9/6". Solid riser nosings shall not be less than 1/4" but not more than 1 Ya". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (17) RISERS AT 7 9/16" 10" TREADS w/ 3/4" NOSING 2x8'S AT 12" LANDING BLKG. FOR-/ SOLID NAILING 1x (TYP.) I (3) 2x12 STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END, LOWER STAIR SECTION treads or flight with four or more risers. Handrail height, measured vertically 36" H. CONT. from the sloped plane adjoining the tread nosing, or finish surface of ramp GRASPABLE slope, shall be not less than 34" and not more than 38". Handrails adjacent to a RAILING wall shall have a space of not less than 1 Y2"between the wall and the handrails. 1x8 CAP & Grip -size. CASING r 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 graspavility in 1x TREAD L compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. (TYP.) Guards. 2x12 Guards shall be located along open -sided walking surfaces, including stairs, STRINGERS ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. H DR. 4ING Winders. 2x8 BEYOND Winder treads shall have a minimum tread depth of 6" at the narrow end and GYP. AS PEI shall have a minimum tread depth of 10" at the intersections with the walkline" 12" from the narrower side). FBC R302.7 STOR. R302.7 Under -Stair Protection. UNDER Enclosed accessible space under a stairway shall be protected with%" gyp. bd. C9 STAIRS in 2xFRAMED WALL RAILING PER SPECS 3/4" PLYWOOD DECKING -I UPPER STAIR SECTION FLOOR SYSTEM USP MP3 CLIP EA. STRINGER TO BEAM/FLR. SYS. TYP. tr. TYP. STAIR SECTION SCALE: 1/4" = V-0" i` r BI KITCHEN ISLAND KITCHEN REF. AND RANGE KITCHEN SINK V-4" 10'-0" V-4" 1 V-4" d------------------- -------------------------------- ------------------- DOOR LOCATION I I FOR OPTIONAL AC PAD SCREENED LANAI- LANAI � , , I I I 9'-4" FLAT CLG. A.F.F. I \ 4 eo I I \ 0? F, "' I 8'-2" T-6" 1 T-2" J T-2" 6'4" I 1 - - _ _ _ - AC PAD i i O U (A) O CENTERLINE O I S6 SINK AT I I I I 8068 SGD 33 5H 8068 SGD WINDOW 23 SH HB V-6„ L-----� D.W. I SINK w/ DISP I iD H I 4' j 6,�„ 9'-0 „ 34'-71 1 BRKFST � mw M UJo u)(0 FAMILY N TILE - ---- --- T ISLAND N < = lO <Lu 9'-4" FLAT CLG. PROVIDE I - L---------- 18"x72" BASE I 6'-3" I d r CARPET PLATFORM FOR `" I S6 F HVAC UNIT 28" I TYP HIGH VERIFY =,r SIZE WITH MFGR. � KITCHEN OPT. 28'-34„ 3'-4" 10'-41 9'-4" FLAT CLG. 5'-42, REF. R, 7 ,X o 00 N "t TILE 5068 06 I<v 12X (1 112" RETURN ON EA. i SIDE OF CLOSET ARCHED OPENING 2668 IMF CO Q NET - PLUMB. STACK 7'-1" TO T-9" Q L CLG. 0) S4 = M M � GG STOR. Q AHU c�xo 'NO UPLIFT' 5 SH. BF. LO D S3 UNDER H3 S4 O N _ S3 STAIRS _NOUPLIFT" p M PLUMB GG 3079ARCH - - -- r- - - ----- - STACK N S3 H2 OPNG. S3 15'-1" t 3'-6" I 12-4'46 II 6'-114" N ih g .12' 8„ 11'-114 4-0 I I CIEIL� II FLAT I CEILING pj 10 111 121 13 1 16, 171 I I I --1----- -, I I I 1 8 ZI (LIVING ROOM '11211 DINING 7 I zl I 9-4' FLAT CLG. 1 Ei& 9'-4" FLAT CLG. m � RAILING WI I CARPET I WIr; CARPET 2nd FLR, i OW O r PER - OI I o I O10 = DEN/STUDY 6 1 SPECS LINE 60 of I o PAD OUT G.T. w/ 2x4 #2 SYP, O cn 9' 4" FLAT CLG. 5 I w wI;- LO 1 ATTACH 10d I M N 4 FOYER I =1 -' w/ (2) ROWS =I _1 CARPET I OI 1 NAILS @ 12" O.C., PROVIDE I UI =) Q CONT. OVER OPEN TO ABV I Q I MIN. 2xl2 #2 SYP w/ MIN. (3) 1 1 3 H6 BOTH TILE I I I TOE -NAILS EA. END TYP AT I I D OPENINGS 2 Up I i I I ANGLE WALLS. I i �l S3 Q 1 `_'9 i GG S4 S3 4„ 2 34 3,_6„ S6 2, 9„ 3, 1„ 3, L. 01, G.T. TYP. N WALL 2668 Q in 35 SH H2 S4 "' 1 C HB 2668 26 8 T. UPLIFT" C �; BF' O POCKET 4 SH 3'-3" N o DOOR 4 SH"- 3068 SQ. 22-SH u- � Q 3068 4 BA 1668MJ BF. OPNG I cn D1 25 1H O I OBS o cm 8'-8" FLAT CLG. D I o O c_n m Jco TILE eo 3 1 Cl) �2868 4--- SINK 306 D --- F' 2868 W.H. D S.W. 36 H2 Q --- 30 D1 S3 EDGE OF SLAB 2" D1 1 BEYOND WALL GAS STUB " 5'-4" 1'-4" 4'-4" 4'4" 64" 64" PER SPEC IOf A 5'-7" 2'- 7 4' 8'-8" 12'-8" 01 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC l I I p I p I � Q o I zo H � I W > M S6 3 CAR GARAGEX TYP. 9'-4" FLAT CLG. A.F.F. 1 T 00 c014 I I N j TYP. @ K �r I GARAGE S4 ~ LINE OF 2nd FLOOR L__ - - - - - - - - - r6 x _--1 i------------- a I p o 1- oo A TTIC LCCE$ � G.T. O - - T-- - I � 00 I W o 1: ¢w I (F) 00 TYP. @ o LU J 11I I O A SINGLE ^ W t,,A TYP. I X Oo S3 STORY S3 SINGLE © STORY I_------__ 24 SH 5-2" I. 14'-2" 24 SH 28'-8" REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) -2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 OH8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" +25.6 / -27.8 © +25.6 / -34.3 O +24.5 / -26.7 © +24.5 / -31.9 0 +23.0 / -25.2 �F +23.0 / -28.9 GO SEE SN SHEET HO SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25 2 S.H. 13 20X388 182X374 S.H. 14 20 X 50 a 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20 X 72 18 2 X 714 S.H. 2 82 27 1/4 X 26 26 X 25 2 S.H. 2 33 27 1/4 X 38 a N/A S.H. 2 34 27 4 X 50 s N/A S.H. 2 33 N/A 26 x 37 S.H. 2 34 N/A 26 x 50 S.H. 235 274X63 26X621/2 S.H. 236 271X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 2 X 50 S. H. 25 37 4 X 63 36 2 X 62 1/2 S. H. 26 37 4 X 72 36 2 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 e 52 4 X 37 4 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. FRAME10 2-55551 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 R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1ST FLOOR PLAN Elev A-B-C SCALE: X"=V-0" a CO �, zM - o Q J !� Z LQ V) (D Q) n c (D(113 w U - OLLl � m F_ E N oN �V) U ri W r -8 � M C M M mat+' Oo0 _ 6 U4) "Go Nao Y <Crn u7 O oQo A B D. N C B D C XIC/11 CD co �Z man�'�C�''q�•Zgr LUUI:..: Z .a UM pq • ;..t.� 4u r To the best of the Engineer's knowledge, information, and belief, the structural plans and spec cations 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. CD Z N n 0 � r>-rMO M Q 0Ln Q Ln C L.L �0-aCO Q E Z M I- J� W z OZ 02 W WmaW2& Ul--gNoO r 0 U o- Z Z <UXQ iXzw-Z g 0U) oaD UC5 �..I U=O=wN ~aa..OZLU O� M ul O 3 ,-I h Ln N Ln �o< � Q / ao Z V I-ym'\ a � O c�Yo Z Q z a' PoZ z (,f 0 Z j J J aaoQ80 aS g�4 (fi °Jw�u-Z¢ O`r' 12aoza OJ¢�Q� z C)M � LL > O g 0 Z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 1 �\\ MIRROR �\\ `I co 0 OPT. `t 00 00 KNEE SPACE iv MASTER BATHROOM MASTER BATHROOM 4 SLIDE TO LEFT T, + o 411, 7r _F l� BATHROOM BATHROOM 1 D2 TYP. @ CORNERS U.N.O. D&I I I I I I I I I I I I I I I 17'-4" 13'-0" 13'-7" 6 j 6 6 H8 D2 D2 H2 D2 8 _ .. n H' 0 I BEDROOM 3 8'-0" FLAT CLG. CARPET B/SHOWER E T-0" AFF o 4/I x BA 3 0" FLAT CL TILE �� a �I jal - 9 � 25 SH *EGRESS A BEDROOM 2 8'-0" FLAT CLG. CARPET 6068 BF &S ------------- R lU" IOPT. 7'-5" 1 3'-6" 3'-6" 2'-0" 3'-6" 7'-0" lL D 14 " 111 3'-4 3'-6 9 -5 D L. 0 LAU 26 8 2652 ______ __ _ _- - - - --- � 8'- " FLAT CLG. _ �j OP TILE y I 1/2 WALL w N z WOOD CAP x UHA @ 42" AFF LL m Z � ----------- R&S 10 11 12 1 14 151 16 1 OQ C I CO z M 9 RAILING PER I j 1: @1 6068 BF SPECS PROVIDE PLATFORM 7 28" HIGH FOR HVAC 6 2-STORY I UNIT. VERIFY SIZE w/ om MANFG. 5 FOYER II HALL "OPEN I 4 TO g _0" FLAT CLG. BELOW" i TILE N DZ 11 AO BEDROOM 4 2 wWALL o 1 )FA�jj `�' r 8'-0" FLAT CLG. @ 42" A CARPET 7'-7" --it ---------- -� J S6 I 1711121 H2 6 D2 G.T 2668 © 33 SH ATTICI L�SI I 6,_3" 3'-8" 3'-8" 3.5" x 3.5" P.L. COLUMN 3.5" x 5.25" P.L. 2.0E 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 o� UNDER COLUMN". REQ'D UNDER b� COLUMN". BONUS ROOM 8'-0" FLAT CLG. CARPET G.T. ELEV. A (2) 2x4 #2 SPF (2) 2x4 #2 SPF D2 STUDS UNDER G.T. STUDS UNDER G.T. w/ (1) MSTAM36 @ w/ (1) MSTAM36 @ BASE BASE 9 9 D2 H1 H1 D� I? 35 H *EGRESS C MASTER BEDROOM 8'-0" FLAT CLG. CARPET 3 I r---------� D2 I I I I I I I0 I I10� I caI I IXI I I I I I I N I I I I I WIC i 8'-C" FLAT CLG. 0a CARPET 1_� �I I 0, I I I� I I I I� 2668 - M 2068 I M BF SITTING AREA 8'-0" FLAT CLG. CARPET zo 6 D2 q.-� C SH 4'-4" 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 IL-------------------------------- ----JI L 21'4" L 28'-8" 50'-0" 1PT. M DD M. BA H -- 8'-0" FLAT G7 w TILE WQ o Y W 1 0 ©D2 25 H H8 H1 (ELEV. (ELEV. A,B,C,F) D& G) 6'-4" LE TO F. 25"X4 SHOWE I� any 0co U zW 0 W i J M TEMP. GL. ENCL. ON 42' HIGH KNWL. 0 r` NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. 1AO(- EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 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 L 5'-34 L10"L 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 H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +25.6 / -27.8 B +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 C;F +23.0 / -28.9 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 183X252 S.H. 13 20 X 38 8 18 J X 371 S.H. 14 20X508 183X50 S.H. 15 20 X 63 18 3X 62 z S.H. 16 20 X 72 18 3 X 71 z S.H. 3 32 27 1/4 X 26 26 X 25 S.H. 3 33 27 1/4 X 38 N/A S.H. 334 274X501 N/A S.H. 3 33 N/A 26 x 37 a S.H. z 34 N/A 26 x 50 S.H. 2 35 27 4 X 63 26 X 621 /2 S.H. 3 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 3 X 25 1 /2 S.H. 23 37 4 X 38 j 36 J X 37 3/4 S.H. 24 37 4 X 50 j 36 -1 X 50 S.H. 25 37 4 X 63 36 2 X 621 /2 S.H. 26 37 4 X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 3 X 25 3 S.H. 33 54 X 38 J 52 2 X 37 a S.H. 34 54 X 50 s 52 3 X 50 S.H. 35 54 X 63 52 3 X 62 -1 S.H. 36 54 X 72 52 3 X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. enera notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or equivalent applied to garage side. From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 112" Gyp. Bd. or equivalent. Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. installed a min. of 18" above fir. 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 I FLAMMABLE VAPOR IGNITION RESISTED DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. WALL LEGEND MASONRY HGT. @ 9'4' A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 1713 S.F. 2ND FLOOR 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-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 2ND FLOOR PLAN Elev A-B-C SCALE: 4"=V-0" z o Oz° z <L1 O CL z O Q) C 4-'J w (10 p DU - Ow F- 0 to '- U .20 m I- N CY) w !- E - 9 cm N D M O 20 U°05naoC t_w < 0 O c M<6 I B D. co Zl3 lwF LZLmu 'eW s. 4QJLZoe IL A�:�i W o R To the best of the Engineer's knowle g' rig'e, i&ririation, 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. L� 0 z r*.4 0 n 4 > o V) M M N MLn h O Q � LL � a z cn M Q z E W z to J � d- J 0 6 m ° �00 cW�F 9Z z0 CL U z } U 2:Q ITw z 22 W C' J � 0. D3:U0 U = 0 ��. W N ri �-aOz0 w M 94 0 Ln N Ln J �tnV0V WM00� -Cf ZQ E~O UMW � ���0 LN Z I z �Woozoo Q U Q U ~Fo- W �aC /A V W W O LL Z a QWEO O 0 �' a o Z a W z o M LL ¢F� LL > 0 g AN z _ja SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 13.22 JOB NO: 17-2861 SHEET NO. 2 -- W -I00 00 T.O.P. _ HDR. - F.FL. _T.O.M._-_ `.O.M. aQ GAR., _-- F.FL. 12 5.9 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.)� T.O.P. _ 9 F, 12 F.FL. 31 r ------------- - - T.O.M. - LO 23 SH TEXTURED FINISH F.FL. 10' RIDGE VENT kLL TRIM LINES ARE SCORED FRONT SCALE: 1/4" = V-0" 10' RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE (� STRUCT.) ELEVATION - A 12 15.9 z z O O O O z z 0 0 35 SH 25 SH CO 33 SH _ T._O.P. _ HDR.' O n F.FL., T.O.M. --- HDR•. T.O.P. Wilco T O 00 o z 11 ~ F.FL --- 25 SH— — — — N T.O.M. WEEP SCREED _ _ _F.FL. 8068 SGD 8068 SGD REAR ELEVATION SCALE: 1/4" = V-0" 00 "5- WINDOWS 14 0 ENTRY KEYSTONE DETAILS, LO Z M O —9 — O O Z f � � cra w 'U - E in 0 0 m i� � C) Cl) �/ C W 11 M F— E C N — 8O o0 p'ij rLL0 C) C d YI� ) Q O $� GElm <trn mao A NCBDC B D. sa, a +r �. �. C4F° ai c� o �'' rn' ` - - 'L� ,� - C ,Fps�f �' ' d p M k a • u� it 0.1 �ri`g �6;F@817 E5�� ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O a� r--i +-' O ( M O M M Ln ° LL �6-Q00 00 Q Z WJ 00 d' O z zLu " 2C wiOQ 2a UI-gNoO Oz> zoi,, Z Q Q U Q Q ~xxzw~Z V O J �y 3 o llt o WEB W 06 N I- N Z In 0r--1 LL '�0¢ I Zvi t; UWzQO�'Ts Z ` z'afzQ z 0¢ p > LI,.I J Q 0 � r q LLJ S$>g0 to �..�� U. wWOu-z� =a - S iL aQg z o (� W j Z 0 W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 3 , I 'dFL..", 1i17+td�tllhWplf Ik ulJl �i.if, ,aw N. �V :. nl.di .1h l,,,. -li 1 i ° �T JI .JL,l 12 5.9 i 20' RIDGE VENT 12 5.9 -- — — ZJJ —_-- — — — — — — Tr1.P.--------------------- J- - -- - - - - -- - - - - - - - 12 5.0 L. T.O.M_-----_ T.O.M. GAR �a00 TYPL-] �I< oc FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) ------ ----- T.O.P z z z 0 0 0 12 Z 0" 5.9 12 3 ---— — — — — — — — — — — — — — — — — — — — — — — — — — — — F.FL ------------ =_____ T.O.M. -— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------------- ---- WEEP SCREED WEEP SCREED — 1v' 01F=7F 1 _J___ F.FL. RIGHT ELEVATION SCALE: 1/4" = V-0" LEFT ELEVATION. C� z —S co z Q O J Z Ln U Q) - w M p 'U — O rti = 0 ul 00 U w t— $ � Cl) M C M Cl) 0 `- N N „L„ U- CO 7 O Co Q rniQ Laaa o A 1 B D® h_CBD � h �� � N ����,����ty4t146tt►rlt o CV I� ••� LL a,� d � rPM M O4 le tat - IL I Na•a.,'C.a•a- �''�r��,t� O FE R =' Oi 0 ft11,11111 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O (u 1-4 4-J CD M O M a4-MLn Ill v�•Ld' a(A LLLn C' (M V M � Q �� Z J W � d' J z LU LL LM vl-�Xo0 �O ZQU ZaE<u ZW � Z %0ba,:J 08 > 0- rn O.o�04 r-I ►- 0. 0 z 0 M LUxW J O 1AA y I N V) Ln W ,--I 0 � J d�d O Q i cn m O z Q G� 0ozT W UJI J°o~stesla-� a2a8r `JZ �LLJ O�izQ O �aF-'2 >- .-.� ,--•I a U- V) o �a �F O M Q Uj z O M> LU z Z 0 g W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 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 CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Dipper to lights 8 outlets 3pper to 20 amp ckts copper to WH copper to Dryer I Alu ------ ---- ---J GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.FJ. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER >a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT TL 2" WM. pl, 1 2" VTR I I I I � rrn PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER KITCHEN LAV, SWITCH FOR DISPOSAL IN CAB. WPTn O KUUUM-IN FOR OPT. 2x4 FL.FAN/LIGHT 1'-- 15 OPTIONAL LIGHTING SCALE. %4'"=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS IRRIGATION GFI @ 44" A.F.F. COACH LIGHTS OR PREWIRE AS PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 1st FLOOR ELECTRICAL PLAN SCALE: %4'=V-0" Lu U) Z o — CO Z Q O Z Qj L/) V n W V) 4--J L11 •U %C L u O F— r O _OO U m^ a)M WC mmok F_ E — 3 W C0 12m m N 080 U N rCD LL00 0Yr` C-_ Q rn O d rn .V! A1 8 D® N.C.B.D.0 V ti C N N_ N .0 N W G 000 �ZQQ867 dMrn= Ln F 5 IL 0 O L. Z LL N W aO�a ° a Z V �a _N�oC,? 0 z rz Z;� LLW< mm N N a M o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N n 0 CD Ul Z (nMp M a�MLn a vt�L� 0 Ln LL d ^ �6a00 U�0 Q � Z W Jo� �O J f Z 0-- �LLJ Li- W m �''" W 2W C UI—tn00 �0 ZQU zQaoUQZ Z x�tZuF-Z C7 Z p o. W W g� O S 00 LU rl M I— Se 0 z© O r—i Ln N Ln .. �00a oc ^Z Wobe od O Q Q �M-, z J (9' s =) 0 W£VC6 cn rl U\I Q0. a�o8 cog fl� 0 o M U f a�LL LL W z W J Z OJ g W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 5 - - _...— -�T i is ai ni �,m uti dti�u. uu wh raa�m�s� Y>H, 11i1 , �..�f n .a.r li li ft.I: ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE', OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 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 Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN `u J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O/0 or 4/0 SE Alu 200 amp 150amp POWER CO. FEED INTERSYSTEM BONDING O TERMINATION PER 7{ NEC 08, 250.94 ---/// 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE 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 ---------------------------------- 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" (D 'a Z co —o CID z Q O n.. O n�n , C!� Lu M W-(D-Ln ~ Of0 O F— O m ti U t-,� Ep U N M �ccM N 'O M O O O 0 U N Y LL co -00 O 0 ti LX Y to 0 :T 4 v) at °moo B D® N C B�D C V` C � N N_ N o! N V go4a c�z 'Lou tA O co a Z _:9 2 T C CC 7 LL N O O , J Lu L.L W a;LI:o 10W>; co � ¢ ;; i a a � Z Z. a °' O R °: g c Z LL0 m m 0) W Qa NaCn o U 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. i O O Z t11 n 0 :Lj CD I>iU.)MO ro Q M Ln a cnZ •�� Ln Q2 to d ^ Z a/ � Q rMi 00 < Z�i E ra W O F- W J� 0 Z LL R vtm-��oa0 1=0 Z<L) za< =gzz�z z S W 1 LA�a�U�E3o °_0OS�N r-F MLU Ha0ZLu OO O rl Lr) N In J F0_3 �\ z <Z0a a �o_ c'd z ^� ii W-~ Z CY Z Lu � W F— � � a c� �J Q Ou.Z!� "t t7� XILL Z Z I� o Y W QQ~u_ M U Z . .. Lu > O g Z J a LLI SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 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 11150 of the area of the vented sae. The ventilating area a be reduced to 1/300 provided that at least 40% pc g my but no more than 50% of the required ventilation is provided in the upper portion o • .. the space to be ventilated.Uppervenfilators shall be located no more than 3 feet ..................................................................................... . .. measured vertical) below the ridge or highest point of the space, with the w ( Y) 9 9 P P balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) ' • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. E *11 N r.ATTIC I C S PAC E 280 S Q FT. t;: a • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT •SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. . •�• • • _ �— *If not enough vented soffit is provided due to fire protection, the contractor shall use the t LL following approved vents: ` ��.. • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. t d **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) `�••• • O'HAGIN (Tile Roof) - 86.25 SQ, IN. OF NET FREE AREA / VENT ... • • ... .. • ':::.::::::::::::::: :'::::::.:....: OO *'Formula: (Sq. Ft. Soffit Needed) x7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed ..:::: ............................... ftt...................................... ::. �•'• LL. 71 VENTED SOFFIT 44 SQ. FT. M 7. W i io. ilol �.: :�i ZONE-4 . ATTIC SPACE .o� 2136 SQ. FT. i �:� �• LL. d '�� � o 7 � :�i o LU 7: LL. `.7.' UJI d :i :LjL �.: LU W . ZONE-2 .......................................................................... . ATTIC SPACE •� 32 SQ. FT. 1.7 TCnCCI*T '•'i t'� •L VENTE t�'' : 10 SQ. FT. i t.: :�i i t:: t:: :.i t.: :�i t�: t:: o i ...W UJI > :.i7. LL.LjL• '' t'• ' 0 • /STt PMR own J7Tt PF" Pill JTl1 IlTt 11Tt ISTI Jilt !T!1 111!1 jwn !!TI "in lSTI J4T{ ITI� IST! Cn 'f • '_ w f ZONE-1 �'• F- �— �:; ATTIC SPACE 7:.� 213 SQ. FT. I--: ••1 I•• w W ROOF PLAN A SCALE: %4"=1'-0" 03 ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1 /150 Rule 1 /300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation P rill 77777-77771 o vided by ATTIC SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 0.0 Floor 213 204 29 102 7 51 0.0 (Zone 1) 0.0 0.0 Main Floor 0.0 0.0 (Zone 2) 32 31 4 15 1 8 0.0 0.0 0.0 Upper Floor 168 161 23 81 6 40 0.0 0.0 0 0 (Zone 3) 0.0 0.0 Upper Floor 2136 2051 293 1025 73 513 30.0 0.0 450.0 (Zone 4) 450.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL . IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT M 0 Z Q J O a� cry 4..J W O � E O L— m ti U M � W C f0 M i.._ OpE �co m ;C M '— U 0 ONO L LLB Uy Sao Q�,�Qo A 1 B D® I Q F iN` W m�0)�i1= � P- /µy, �o(n4'N � ��✓ � LL Z —IN 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 por10- Ill tions of the drawing pages bearing Engineer's signature and seal. 0 Z N O � I� il > (n M C:W LA ) O M z�E WJ �O J 0 z W�C� mq� WG� ���Noo OZ}ZaV 2 � ? W � z �go�dw o Lu Ln Ln Lu Lu 4 o�°o r-1 Uw© a O Z O � N J d'fnY� O�OZ�� Q I_�m� z °za�ozZ � z � aQ�aLLJ 0Q� L W WOu_Z� �Q~oS d � � z O M LL 0 W j �— Z O Z � a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 SOB NO: 17-2861 SHEET N0. 7 - - - - - -- -. - � T��i'.:II � ���b L!I1d ill kdd ,dl I �IGYIIiI.. ik6'6 .511 H,,.YGdll,�-Ilu It ll.... 1111.. ,t :.� I- M 0 Z Q J O a� cry 4..J W O � E O L— m ti U M � W C f0 M i.._ OpE �co m ;C M '— U 0 ONO L LLB Uy Sao Q�,�Qo A 1 B D® I Q F iN` W m�0)�i1= � P- /µy, �o(n4'N � ��✓ � LL Z —IN 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 por10- Ill tions of the drawing pages bearing Engineer's signature and seal. 0 Z N O � I� il > (n M C:W LA ) O M z�E WJ �O J 0 z W�C� mq� WG� ���Noo OZ}ZaV 2 � ? W � z �go�dw o Lu Ln Ln Lu Lu 4 o�°o r-1 Uw© a O Z O � N J d'fnY� O�OZ�� Q I_�m� z °za�ozZ � z � aQ�aLLJ 0Q� L W WOu_Z� �Q~oS d � � z O M LL 0 W j �— Z O Z � a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 SOB NO: 17-2861 SHEET N0. 7 - - - - - -- -. - � T��i'.:II � ���b L!I1d ill kdd ,dl I �IGYIIiI.. ik6'6 .511 H,,.YGdll,�-Ilu It ll.... 1111.. ,t :.� I- - - - - - -- -. - � T��i'.:II � ���b L!I1d ill kdd ,dl I �IGYIIiI.. ik6'6 .511 H,,.YGdll,�-Ilu It ll.... 1111.. ,t :.� I- ' •- r - \ #5 CONT REINF. SEE FND, FOR • ' - ' QUANTITY • • • ; �,= #5 X 25" X 25" _ CORNER BAR ONE ". FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" SEE FLOOR PLAN W.W.M. PLACED IN 1/8' SAWCUT x 1/4 FOR BRIG. WALL INFO. UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN REINF. SEE PLAN V . w x w Z 2" 4„ '•�,00. =. CONTROL JOINT DETAIL " 20" 4° (3)#5 REBAR SCALE:1 1/2"=1'-0" �--- STEP DOWN BRG. 2 STY. 1 SCALE: N.T.S. REF: EXTERIOR SLAB ----\ 0 N N Z_ REINF. SEE 2'-s" x 2'-s" x 1'-0" PLAN W/ (3) #5's E.W. F.F. " 20" '--(3) #5 REBAR 24" oe CONT. 2-STORY FTG. 2 SCALE: 1/2" = V-0" r cn. n., 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 Elev-A,B,C- SCALE: %4"=1'-0" (D 'a zM — o CO Lu z� •L O z LIM C W V - IJJ O a-,0 .@ F- U 0M LU J F— E — U C f6 M C N 020 UN j;U.00 C.,a� U') O: Qrn Al NCBDC YI M fO�..N O O. Inw iU J -aW W a 1W �?�;� O a .Y - .;� N� ' r COCIP ' to°C a m�a ai,, 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 z0 0 0O (n c`M M Q(n"fOLn a cn •L '- �0Ln a oG 31 a � Q �OC) z W -j� d' f Oz .u-0 U., LZ UI- no0 Z}a z U z> a O f W =xZ- zPz c� z a LU 0>. U=) N s UI-a z0� o Ln N Ln • � Z J QQOa :etlSYr3e: �� OW 0 Q U O Q w za. za�o , 0 w �-- z U W z 0 o � a � �$>gan� _ gg�W0LLZ 0 a p z C r.-q o Q -j 0 W a��� M z > Z O g z 0 LI` SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 8 I TYP. AT CORNERS 2 T' U.N A S3 TYP. @ SINGLE STORY TYP. @ A LOW ROOF C M 0 00 anx, a] L 1 I, TYP. @ LOW ROOF A U.N.O. co w UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G 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./1810dx1-1/2 HTT4 2715 518"ANCH.12010dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH, 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060" — 8 -10d pH S26 1550/3335 1335l2820 20 - 16d x 31/2" 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 1-112" 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" 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 - 10(i * 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. BLKG. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) (+) 1 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE VA" 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 A SCALE: Y4"=V-0" I SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0�10 M o _ z co Q13t� ' Z V) C) Q) cn � Lu • U — O LU V) ro E i w U 00 m I- C-1) 0 F— EEp M C N C9 NaN U L LLL 00 -00 0.2 0 Qrn o U-) 0 v rnQo A, N C B. D.0 / sa�... V�illy a' f oct• " 't O' .y A'i I i ('•• W� t2 ' as L c3 N ¢ h: i"�" a r " LLm W 6N�cn r �e. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N Q Q) N (!) ':3 ko O F->+(/�MO M aU-)-MLn Ln .ON In Q L- U- G! ^ 000 Q z 3 fC W.W .I lOD d" 0 z w 0 mzz5a xvWi0m0 OZ>-z.QU zQ<UU�Q =fzLIJ Z �U rl _ Q a���Uo p �F W Z 0 LLA�W O � � ,-'I N zzLn N G In rl • LL O .J W o Q zNe 0 CeLLJ c0c� z < O oo °zLU C > —� �.� oZf$ xo5 r-ILL wWogQ M F_ O(A Yj aLLZ o re) ¢ALL u z .. > IO O z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 9 TYP. @ HIP O (2) CORNERS ;1 TYP. U.N.O. Q—\ G TYP. U.N.O. X (2) D C� J1A 'S✓N D 9 D CJ3A CJ5A 1 O CO 7 C Cn G N 1 n D CJ3A CJ5A Q TYP. U.N.O. J O A C W ) =--7 come—_ M D C D S6 TYP. U.N.O. A CJ5A CJ3A n ✓j D n 9 J D n L7 BGD J SHINGLE ROOF G (2) X TYP. U.N.O. CONTRACTOR INSTALL REQ D CONNECTORS PENDING SHINGLE OR TILE ROOF X TILE ROOF O (2) 17 w S6 TYP. .N.O. X B02 B01 CJ5A CJ3A �1P C_ J1A w D D EJ A CJ5A CJ3A y✓> D 1A D 7 &J TYP. U.N.O. y UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 110 SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 0 - 1 Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 - 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 110 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 1Old x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-10 H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 1061-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1115/1060** - 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 - (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 - 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Old x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Old 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 1 1850 1 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1 1065 1 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE S-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�i°` 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 UPPER ROOF FRAMING PLAN -A SCALE: %4'=1'-0" SCALE: 1/2" = 1'-0" 12 PLY CARRIER -J xCONTLEDGER v__ (A) OR 2 PLY ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 Z M o zCO co Z U111 UI Q) < w p U — w O � = .@ I N 0 �V) F- U m 1� F— E —8 �M Cl) N .00 M Ooo I, U 4) L lL 00 NYC �Y Q In Off_ d) Q O A 1 B D. �N C B D C `✓ a� co W — m C° Oy, ii rn Z r T Z F L . ,LL LU 154 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 O Z fV O� z ice+ In M O M Ln 0 00 E Z ?� (O O � WW JC) OZ W�Co W m Z Z G� U MLU 0 0 O z} O a U Z Q Q U Q 2Z~Z "gW � Q U OW O�D�WN (M �� O 3 N 0 L1) z G Wo 3 Z �� Q Q z U w000� ooz-o -0 z LL w Wao0Dz ^` W z O ~ H J W VS > p pp � a o>U.Za ct ��Qgga >- .-� ,--� r-i � o LL o `�JOWa DC TI LU J W aQ� o M LL Z .. ? F— z � :5 z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. 10 ::p ::.: ALTERNATE POWERS :• :::• :::• � c c 0 0 (D� O O O O STEEL LINTEL :; z o 0 Z co 8F8-1B/1T 8F8-OB/1T - O TYPE DESIGNATION #SREBARATTOP AT • : •', ♦ • N. (1) REQ'D MIN. (1) EQD OP O, O, F=FILLED WITH O Q 1-1/2" CLEAR Q O LC O O O O O O - GROUT / U= UNFILLED n 1/2" —� E3 8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 81=16-OB/1T :0,� , ' R = RECESSED CLEAR " J � O°a oF20_1 B/17 8F20 OB/1T OF LINTEL CAVITY a8° ° RBAR @ BOTTOM Cn � <_ C.M.U. MIN) Z� O a go MIN.O E M MIN. MIN. -d W 8F 16— B/1 T a X , a• p ° �° .a '� :b 'Q•. o ° ° - • . • . . . z G c GROUT = W w QUANTITY OF A ° v� a ' O O NOMINAL#5 REBAR AT a 5 REBAR AT ° Lu n ' LU • BOTTOM OF ¢ U< m D C D O O ;'�' ;'• 8RF6-OB/1T -• s WIDTH TOP o O LINTEL CAVITY ZLUto 5REBARATBOTTOM C O ` • • • • • ` . ` . ` " + . ` . NOMIN OTTOM REINFORCING 4 4 = a Q MIN. (1) REQ'D j F— • • • • •'+ © • .. . • • .., ° • HEIGHT PROVIDED IN LINTEL �—` m • , ; •, ; •, : ', ; - 7-5/8"ACTUAL (VARIES) ~ O Q W c ca cc', •.` ♦.` '� +,` +,` .,• ♦,` 8'NOMINALWIDTH E N -C M 16 GAUGE POWERS Op .. ° ° • STEEL BOXED LINTEL Rig 5 -00 — 8 O � N ♦ 0. : : : -r ai cU-CCoo O O ; • ; , - T S POWERS STEEL BOXED LINTEL NOTES (ALT.) a`oi t° a rn a� o • 0' 8F20-1 B-2T ?c precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: o v o O O O O • ' • ' ` . • Pc prestressed lintels = 6000 psi. Q CD Q ri grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1B/1T 8F24-0B/1T © •'�; e;, s•'�; ;•�'�; ;,��;'�;' Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. "' ° a ° ° O / e ♦ + : ; • :,: minimum net area compressive strength =1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. A �j ♦ - 0- : • ; ♦ , • 6tebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and O o O o A. •:; Prestressing strand per ASTM A416 grade bottom of all Powers steel lintels. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D® 2.70 low relaxation. 8F32 1 B/1 T - .' � - ,5. A bonding agent must be applied to the Steel Box lintels prior to 8F32OB/1T 7/32wire erASTMA510. ASSUMED TO BE 16 MINIMUM DEPTH. • • p applying the cementitiuos coating. See contractor specifications SZ�°3 t+fie P �' €fir Mortar per ASTM C270 type M or S. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN .0 • ': , :.•. O o = GENERAL INSTALLATION NOTES THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z jam, t N ♦ + 1. Provide full mortar head and bed joints. • , • , • $F40 OB/1 T • 0' Shore filled lintels as required. Z �, * U- 2. THE ELEVATION DRAWINGS °' 4 " O O 3. Installation of lintel must comply with the architectural and/or structural drawings. a` n ;y N t a w 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING • •' ` •' .•• ,' s• . ` �/ 8F44 1 B/1 T vertical cell reinforcing and grouting. �Q';'n Q ..': •, ; , , ; .: 5. All lintels meet or exceed U360 vertical deflection, except lintels 1T-4' and Q THE PROPER LINTEL HEIGHT. '�:K; ` longer with a nominal height of 8" meet or exceed U180. �" ° ® 6. Bottom field added rebartobelocated atthe bottom ofthe lintel cavity. 5-LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH , B• ' ' • : •• - •' 7. 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. �` �, B N .� f ° L � � o (t, 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BEIL W . cq ' ' masonry units. d p ° °•• 9. Safe load ratings based on rational design analysis per AC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. ss,��� • ♦ �, 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. • �;Z 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. belief, the structural plans and specifications contained • ° Q 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building • : loads shOUd be checked for Combine loading with the following equation: Code 5th Edition (2014) Residential. Engineer's signature 8F28 1 B/1 T ° ° Ad b Appliedverticalchecked for c Applied horizontal thefollowin d q POWER STEEL LINTEL IS AN ADEQUATE and seal is only for the structural engineering portions of 8F28 OB/1 T ° ° + the drawing pages bearing Engineer's signature and seal. O 8RF301B/1T Safe vertical load Safe horizontal load < 1.0 SUBSTITUTION a" ALL LOCATIONS UNLESS © NOTED OTHERWISE AT OPENING LOCATION o D 8RF40 0B/1T J 0 O 0 Z N O 0) >\ �>-+�MO M MLn L- U- In Q Q \� E ��aco O Q co E z�1 1 17il -J� O LU 0 W 0 A O D A J O O O A EO E O O O 0 oZ WHO lil LU 2� W O F-- �n Q CAST CRETE LINTEL Z } } o a IS REQ/D. NO POWER O = W z STEEL MIN. 840 Os T O O 5 w N � ~ a O Z M W W C:) MIN. Ln ST CRETE LINTEL N REQ/D. NO POWER LN STEEL • J ce 0 OZ o Q a o0�a Z ao�oa zW�WozOoZ ° -CD M J � % `1J uu - O of o> O T� Q- a f O O b C) O I- F- - i- ,� 0 x z 1- 00 00 H O 00 60 1- a w 0 CD M 11.1 a~UL Oo C)° LU I— Z Z V 9 :5 V O o o Z O d J MIN. MIN . SCALE : AS NOTED MIN. PLOT DATE : 12/7/2012 TECH: MJAMES OVERSION NO. O EO E E 1122 O O JOB N0. 17 2861 LINTEL PLAN F& G LINTEL PLAN D SHEET NO. f „_ , „ LINTEL PLAN A, B & C SCALE: %4'=1'-0" SCALE../4 -0 L 1 SCALE: %4'=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 T REPLACE CCA-C. MANY F THE W C 0 0 ENE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61TMS 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 TRUSS ROOF AND FLOOR SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 0 S FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC WI 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 S STEM' YS ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: �„ 1 j GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185/A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +�' 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ DESIGN WIND PRESSURE: 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 (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 6-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF INTERIOR U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI GARAGE DOORS (V -140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS 1 STRUCTURAL 1, U.N.O. SHALL BE APA RATED STRUCTURAL SHEATHING 15SU IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE U FLOORING ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 4.4.3. H A SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE "W" 1)/n DRYWALL SCREWS AT 12n O.C. FOR CEILINGS AND 1/n SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH OLTS: ASTM A325 MACHINE BOLTS BGALVANIZEDASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / I ACCESSORIES SHALL CONFORM T0: Fy = ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH DESIGN HE D PLANS, S, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. T 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re4nspectlon and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall not be installed wViln' V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 traps etc., shall be made with permanent metal or plastic forms. Permanent forms must �e 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 rain II occurs before vapor retarder placement, retreatment is require 9. FRC R318.1.5 -C n rete ove our nd mortar along the foundation perimeter must be removed �ia ore extern r soli treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is In accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. C7 r zMO ID �g z(Dz� Q J w z Qj ul CD v (-/) (D(U w [] U - Ow ~ LL to 0 o 0 F- U In � 4)M w F E - 8 aw, Ot m cl) 020 Qj U (D r-wLL00 -00 4rniQo rn o. ,- O "t A l B D®� N C B• D C CD N .47 M Af c Lt.. 7�i r AIL E. Lu i A O0J7� o- (D1 2 - -. 1/21 1 To the best of the Enga WNIPrdqogt�q{>I})f mation, and belief, the structural plans and speb ications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z tti O ai n 1­4 .b.+ O >l;)MO M QV-MpLn a tn•��' Q U_ zO- U CL 00 z § E ra z W J d- 0 W L0LO W ZE'-�0 cW31-vzWioO z}Zc°. ao' a = zz-Z �"gR_3 W Z aU OLO 3 = 0 Z N 7-1 apLu zO 1.4 C)�3J ri Ln N Lli ri LU O Y 0 1 i Z W 0 0 Ce �pZ0OLL Z ^ CL W Z 6 a =) uj LL' > J JQQ$�gulga� 0 z °a a w/ T--� aao� z ao W a L.L. TI j y W as~LL p M LL z > 0 z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S N l - --_ -. - --- _ �,i L.��,; '.�i„� ii.i. ,i I�.l! iiJuiik.r/d r.! 1:.1 6�.4�J�.h,��a CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE+ 4 + 1-0.1 (TYP.) + + w 15/32" CDX 0° PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH 003 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + +++ +++ ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap —I 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below." consideration. Check local building code for appropriate 1/16" 10'-0" details in One 10d box TANK -LESS W/H areas=20 of high Vor-20 sinker lateral load. nail each side Fat bearing. 5'-0" STUB -OUT FOR -' GAS METER O — 0 CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 1U-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0' (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �J Bearing wall, Versa -Lam LVL or Giulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL— STD. 900 HOOK BOND BEAM U; M CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D 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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 118" min. )Small gap 2" min. 2" max. 4 max. Clinch nails I when possible \ Tight fit U 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration.- 6„ A 1Y2" ROUND HOLE MAY —� 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1," ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS, 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BC16500s� 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2" min. 4" max. WEB STIFFENER N.T.S. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET ►N�] Backer block (12" wide min.) Nail with 10-10d nails. -,,.Install tight to top flange. Joist hanger \ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist i > � p depth I -JOISTS BUCKETS N.T.S. 5/8", THE BOL R TRUSS 'OP PLATE ice TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° SEE PLAN FOR '• a .. FOUNDATION INFO a ° 4­ STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC'__ (2) #5 REBAR 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 UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION .a- a d II A a. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a ..• R— AI�a'd a II_ 1 I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE If 1 PLUMBING LINE PENETRATION a a d .a a —— — — — — — — — — — — — e—as----a ----------------------- SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION Fr PLUMBING LINE A -- —_\. d —a.-- -- aa. a/ FEE - �T � v a T .��—----•.—�• Tr 0 SEE FND. PLN. SIZE & REINF. C� 0 zM 0 z� Q a La Ln U w 0 0 I ro o 00 U CO E —$ a M 171) cEEo-- Ooo U u. 0 U) d Y Q 00) tf) OOP, v 07 Q O A l s D• N C B D• C a111=8 _N N ,tip `' c J d t4 O f ua axQ ,. "r°.EjL. ¢� To the best of the Engineer,09oWledg�, belief, the structural plans and'§plM1`r( thin 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 f-4 n 0 .2 i>i U, M CDM z a 4-1 -0In a to •i Ln < " M d \� CUQ,M� Q E00 zra J W � V' J Oz zR c H a 0 z z U 0. z>- UUW z Uz, z O z 0 i J T•,� a U K O rn O '-' N Q W �a0z r{ O In N Lf ) a' g wo0UPCd p~ o W 2 "D fd Z Z ^ L.L o0 o� zpE0zz �WOzo LU �� W!U, �W0EL aar-oo =a LLo J ce TI G Y uJ OO M Q fa-Q z . >UJ O g � J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. SN 1 T A ---T------ 7-n - 1 - --- -I If. l.I I uu. r: 111L JAu Ill I HILL 1111.11.1 11111 I.1Tr FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INS 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" PITCH >4:12 CHAIRS (TYP.) (2) LAYERS TYPE I OR TYPE II D (#15 OR #30) UNDERLAYMEN I FOR ROOF PITCH 4:12 OR T=I� D ' LESS. I=IT PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH I � I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'41 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E <V 6x6W1.4xW1.4 WWF OR FIBERMESH D' C -WI fil I 1r TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION ELEV. VARIES OdL SN1 FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB coAT GARAGE CONTRACTOR MIN PSI MAY VARY PER co TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Q_ NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE - , L I _I I °° M cn -1 D 6 MIL VAPOR BARRIER D 4 I I N D :� • COMP. SOIL. ° (COMPACTED TO 95% - I - - MODIFIED PROCTOR -I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" - A.F.F. r� 31/2"MIN. ELEV. 4-3 1/2" �z- ' O' A.F.F. p w °. O D ° 00 -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". aNSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/810 x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 16x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 3 1/2"(min. - 4" 1=I II- 1/2"(min.)- 4" _ 00 -I I I (2) #5 CON "T 4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" `1( PAS'SE�J�� 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C P' THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS WJ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ii00K DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE N _ D • . D - ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z _ c� D a D • FINISH GRADE °° 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° �. °� D . 00 6 MIL VAPOR BARRIER III I D ° I I — — = O0 ° _ _ ° I I —I #5 REINFORCING BAR R 1 7/8" I_I11—I11—I1I—III—III r 41� N z T ° _ _ �I 11= #5 LAP SPLICE III=1 I=1 1=1 I —III —I 11= ? D ' ° � ° , . 1=III-111—III—I 1=1 1=1 I . I I �I� ��,........ .��" .......�, IIN = 1=1 1=111=1I1=1 I 1=1I1= COMP. SOIL. (COMPACTED TO - -I 95% MODIFIED PROCTOR ASTM �- - --I- =1 1=1 1=1 1=1 1=1I1=1 1 1E 1 1=1 -1 I D1557) L ram—, n Tl ITS 11=III=III=III-111=I I 1=111=III—' 4" 1'-4" 11=1 I I- 1I'— FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH m[n. 4 00 _ a v GRADE a _ lil—1 l f-1 I ill l -(1) #5 REBAR w/ OPT. I- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" O.H.D. RECESS z O.H.D. RECESS .r --- .. a.' II=I.��I ,, `� •IIII` _�� TIC a, . � , ` � �--I � II ,� I� 4„ e�.'.. T(F IIII I •y y• I _ SEE A/S3 OR J/S6 J -III I I IFI i , I II I II! I= FOR REINF. INFO.L 3" MIN. CLEARANCE 1' 4" (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -I LrT I LL F_ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3 ADDITIONAL INFORMATION. / 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP, BD, 1/2" FROM SLAB Ol J CONT. BEAD SEALAIN Y INTERIOR -3 1/2" oL C a a L M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <a 9 � M 6 MIL VAPOR —1 I' BARRIER -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT It 6x6W1.4xW1.4 r ' WWF OR FIBERMESH d d < 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM 11 w END OF 2" x PLATE w CL a IIII I —� �1 0° . p II D' ° 1 1 1 I I n- TRUSS BOTTOM CHORD OR 2x4 BLOCKING WI 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW �2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. FOR WALL 3 @ 3rd FITS I PLAN (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r c� ' D. 7JJ.-111� �Lr51�CD III TI 11=1h I' (2) #5 CONT.- ON 3" CHAIRS 8" V-4" 8" (TYP ) L 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �3� 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH M 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. x CONNECTION INFO . . SEE PLAN FOR TOP OF BEAM " . & LAYOUT DESIGN a : _ �—I SEE ROOF PLAN -1T� C —- — a.: A a v s- n FOR STRUCTURAL BEAM SIZE & 171. a A 11 w 2x4 P.T. CONNECTION INFO " I _ PLATE ' . ' ' • I •rs g W 7f =1I I , T�I I-1I 16, o.s.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 fiIr 8" �E �p MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL ZE w SLAB INFORMATION. g w s Lu SLAB STEP & RECESS S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR. q' M 1�:11►LI��iLL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL- TEEL MAT REINFORCING. f ' M 00 GRADE z w —III— 1\0= —I 1=1I I—IIILU owCOw I= = - Z 00 IIII=1 !..a I=1 -III=III III=III OOTING 11=III=III—=; =1 I I III —III —III —I 11=1 11 I 1=1 11=1 I I— � -III—III—III—III -1 I-1 I— BEYOND PAD REINFORCEMENT - I1=1I1=1 I-"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 Lai C7 LO zM 0 —o z(D z� Q O O a ID 4-j w M p U - w 0 I- t— o o0 m n U w E monnih,r—$ 0 co c m C0 O1N t U_ oho 7 0 Of Y 05 ao U-)O < rn A B ' D. N C.B D C 1// © �Lvz N vi C9 �v LL `,ZJ c� c (QJ M N [i . p Q� ILW es` � C°``4~ E c, 5 �, 1R L"". t/P?i1i34�`' ya�' ❑ ❑ 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 NO 0 0) Ln �>-+HMO M Q � '�M Ln •Ld' a V)z 0 2 Ln Q L_ LL CL �� ceUQ00 a E� Z'S l;p W J � V_ 0 wU0 wzHN z n: ���N o OZ zz<0 z>` UfW 2?wHz LU Y J O�0 Oo T•i USO=W N �a0z M L O r-1 Ln N N Ln J ioa azo 1% U _Uj p?WOE �r Z w ou za < 0S r-I CY U_ zw M z .. j �- z z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S3 (MONO) 7 —_� - z fi:>iT I - -a-AI i I I i I I I I II T I - _ - I i i I I Id I USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID j4DOUBLE POINT w/ (3) 12d ^�_ TONEAILS SPACED 2x TOP j V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +�+ , + STUD W/ (3)10d NAILS CRICKET AS REQUIRED I I SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW NOTES: 1/2" EXTERIOR GRADE SHEATHING iQ FILL LINTEL AND ALL CELLS ABOVE LINTEL. FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C - - - PORT EDGES & 8" O/C FIELD 1 @ 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 BLOCKING (TYP.) --ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT o a. a aTf 8STD.96'HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION G S4 J J \NMEEN,r W 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SGALL: N. I.S.7 a .. a d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Cti 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SLI VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° . WALL ° a ° ° DOOR STOP MOLDING LL' U 2x TOP PLATE V2-16d GARAG 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. REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic A�Npo� �N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'-9- (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE --2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FNiHG WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. P.T ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C --Z(TYP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. r—CRICKET AS REQUIRED USP SPT24 @ EA. STUD I/ 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 TRUSShit USP HTA20 @ EA. STUD I MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS V TOTAL) EA. SIDE OF S . ' PLICE STAGGERED • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'4' LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP SPT4—]LISP SPT24 C SP SPT4 Fr iq 2X TOP PLATE T, OVERLAPPING ° TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL -NAILED INTO TRANSOM FRAMING rSP SPT22 SPT4 I (USP SPT4 10d NAILS @ 6" STAGGERED io I A a 2X8 P.T. BOTTOM P TE11 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) USP USP SPT4 SPT24 SP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 ° 0 . ° 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING "2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. PT4 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 U - zo z -t cry z V) (D Q) <n (1)(0 4--J w p �U — w 0 ID- Lh t� :D ~ E 0 o 0 U W F— off — $ �M C co M �vc� O o0 U tFo 0Yr Y < & LO < A 1 B D® N C B D C vp - a 43. 1 41 �-; ,b 4,r zv J ^ > Rio' nwe� m UA �- (%�� SCO a S c 1'� 1?�r.+i 19t94t. 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 � 0 ►►>+�MO a�MIn Q a) Ln LL CL �� ��Q� Q OC) Z WJ C) 0 z wU_Otn ll.lmQ WQ' vt-g,no0 �U zQU 8 Z. Z z Mu -r_q OLO 8- O j W N �0. z0 co O rl Ln N Ln WQ�Q�3 �.�/VS VY 00 0Nm2 z Z aQZr Wu� oo= >—J LU ¢o £U_zW 0 Q D :DZ T _j z 0 r"I p a2E~x M LL z .. .. z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S4 USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W! (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER R 24" O.C. ROWS OF 45' t 24" MAX. TOP CORD BLOCKING____; LOCKING 45°+ 2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED Wl (2)10d EDGES of 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND LEAST 90% OF @ MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSO7 R TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION TAPCONS. SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR r r X-BRACING, AND TOP r `" ' CHORD BLOCKING N INFORMATION co 1 12 1/ ". WOOD TRUSSESto 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF 1 1 2" BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/41' DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / S 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT 2"x4" MIN. SEE WS5 CROSS BRACING DETAIL SCALE: N.T.S. VVI.1 LI L(ll\II\V 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES MINIMUM (2)16d PER JOINT SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL— P CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING R FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR TRUSSES @ EDGES LF SHEATHING DETAIL SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE I 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 2 16 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ {2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W! () -d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 '7 ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS / SEE PLAN FOR 2x4 7' ON TOP OF PANEL) LL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL 8d @ 6"O/C WEDGE BOLTS & (4) SDS 1/4" x 1 112" 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. 1" L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/211 CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. SCJ 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ BRACING W/(3)10d x 3" @ EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) K�E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING N "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 01011 - 3'-0" 3'-0" - 6'-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. 6" OVERLAP WI "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ....... .., ...., @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. o C7 a CORNERJACK Y Q w z 0 U , HIP FRAMING REFERENCE PLAN 0 z w a_ 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL OL-� GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX t-CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d --- — — — w 0 o ' O -v z o w Q o c7 1 a � 0 O w Q o T X C¢C L o o T cC L o o r X � w 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 a M�- /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 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D LID zID z Q O O W v� 4-j w rz in U — LU ID � o toZD o 0 U m n 0)M .�� w C �a co 0 raj U O p N N O. ^p LO Q°o� aQo Al B D® N C B D C XC LLLCCCCCiii _' 'M s� `\. N �.y Z �q- LL Z- C�OQ v '4A 9 E: DS• -UM •• 'Y a 2 "' "' f W {h*y�i,�°,y�, 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 0 aU N 01 M O M Q 6; M Lin M a vi v- aa � I^n L-a. z fu 0.00 Q .10 E z Z W� -jo to W 0- 0 zzZ � a UI-Xyo0 Oz}Oa0 zQa8QQ z2iwl-z g W � a J .r.I a U O , O4o��ot> U x 0 - ri M �a0z0 Ce J O � In N N ul ,--I Q w000W 5OZ�O .0 Z Z O�woF- W O o o z z o LU Uw ~~�f <6 2! 8r—I <aaoS ��°za rl ¢a� z O M a�U- .. .. > �— z g z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S5 u� U 12 I INSULATION BAFFLE INSULATION PER CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2�LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR R OF>PIT)CH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) FOR UNDERLAYMENT -SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL 11 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE o co 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � LU LAYER 118" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_I= INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" 0/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS, 400' FLOOR SYSTEM ETAL SEAT ER PLAN O L\PBARRIER OR FELT PAPER FOR - MOISTURE 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @GARAGE ONLY) W/ 1 3/8" — - DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB —� INSTALLATION PER CHART ON FLOOR PLAN J NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER�\ - .� MUNICIPALITY c fV ••d n ° A 6x6 W1.4xW1.4 WWF OR FIBERMESH STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co v 4"x4" INSPECTION PORT AT W EACH FILL CELL TYPICAL a- a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH —410 6" BELOW GRADE GRADE 00 j j j�l I r STD. 90-HOOK (3) # 5 REBAR ON 3" CHAIR 4" �T�'fT$ I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 0 T c0 T USP LSTA24 STRAP W/ 8-10d x 1 1/2_ NAILS TO STUD 2nd FLOOR W BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL-- �f BAND JOIST *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END, (TYP.) TOP & SCALE: N.T.S. SCALE: N.T.S. 'END SHEATHING TO IF BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 0 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48° USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)1Odx3" @ EA, BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=T-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 16" O.C. 2"x BOT. PLATE W/ - (2)1 Od @ 6" O.C. ° PRE-ENGINEERED FLOOR TRUSSES FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE:IN SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'4'. (2) 5/8"DIA. x 10" "J" BOLT W! 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3116" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#, MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 °A. WWF OR FIBERMESH d kA e . ' �e . ° � ° � " • I�-f T 111=�"T I I,I-r lll I-1�=1�1, (3) #5 CONT. ON 3" li , rT III 11 - 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION 5 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 B (2)- 2x TOP PLATE BEYOND — 15132"OSB I II II EXPOSURE 1 I II SHEATHING II II I II II PROVIDE I II D II I II II BLOCKING AS I 11 II REQUIRED PER 1 11 I� — SECTION X-X IF 11 NOT FULL II HEIGHT SHEET C II 11 II II II II II II II II G FLOOR SYST —17 _____= r- IT � =-IF 15/32"OSB II I I II II II I EXPOSURE 1 F F I i II II II I SHEATHING w III II it II I = III SOLID 2x o III III C III II ii II I II i II tl II I BLOCKING @ ALL III II G it I SHEATHING OJ U) III EDGES (S E III OPENING III II II I SECTION X-X III II - II II Lu a III III C III II x II _ II ="y _ III x E III III III II II 11 1 TI �� II II II U,III 2xSTUDS IIII II 11 IIII III I II II II BEYOND. = IIII I I II IIII II II I I SEE PLAN o IIII I I 11 IIII II II II I IIII I I it IIII II II II I I_Il__11_I IL _ 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM ----------------------------------------------------------7 4 FT. O I 1 ' 4 FT, 91 I I L----- 5 FT.I 4 FT. O 5 FT.I 4 FT. \� _________________________________ __________� 2 I 3OI lO \\ 4 FT. L______________________ Q3 0 ____-_____�. I 4 FT. Q 4 FT. ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 w J J cn Z z_ , = OQ w _ J p J 2 Lu LLw-0Er a mil¢-ogu�i OLu coM z Nwoo� U) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2"PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING I S, 3/4" I S 1/2" I '1 1 1/2" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING WALL C WALL SHEATHING INSTALL. S6 &NAILING SCHED. Q 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 Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER -NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. W (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W17/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED vFxnr�� w oca"r, SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4; 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE °A�FRioR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/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"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1AxW1.4 WWF OR FIBERMESH d d: °. Cl) III —III —III —I I ` • ° ° -III—I I —I I I I d.° a' IIIIIIIIIIIIIIIII 4 �II,IIII —d=i (3) # 5 REBAR ON 3" CHAIR 4" 1-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. 00 FINISH GRADE I-1 00 �Ilil; 1 919 1 @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. u u7 T Z M — O O a_ I� z O v i cJ� W U — U.J 0 (D- ~ 0 RS ~ 0 CO r ,V U L11 F-- E — $ a)M c'mM M` ;0 M O o 0 U(D LL 00 ca Nao = Y Q 00 O e} O A 1 N,C.B,o;C fit^" N tre'o VWA.. 0 00 W f!1 r a ✓ C LL, �`� v; Z W .. a W" -.. a-: Omow V Can 'fir Ml- o 4 } W N4tN 19 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 0) N M O z M Q - Ln V)"on Wa. B Q - LL fl. M i'g U Q E Zcv WJ 0 f �0� m Z a ul- �o0 �z>.z<0 zaz¢OVaQ =�zZI"Z gQ�oo 0LU z Uj Uzi � J CD rl In N Ln rl �0� Q z /� / ai /�� U 0 W O O O 0 Z ZU c)L Z LULU 0 : Jiz I'— a 6 �go9z¢ aLU ,--I a'o a TI aO C'ioza < a. < M LL W z Z g O SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. S6 (MONO) /�1 STRINGER MUST MA CONTACT WITH LAN 2x4 CUT G- --1 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 4" AND 2" 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 Bx4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ( SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER PROVIDE MOISTURE PROTECTION ZATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 7' X FOR STRAP PT NOTCHED INTO STRINGER 2 4" TAPCONS @MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING SCALE: 1" = 1'-0" SECTION VIEW "B" SCALE: 1 = 1 -0 :R SECTION VIEW "C" SCALE: 1 = 1 -0 TOP OF TREAD STRINGER 1x4 GLUED AND NAILED TO STRINGER CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT OF NEWEL POST THE BLOCK 2x4 UNDER STRINGER GLUED AND STOP PER CONTRACTOR NAILED TO LANDING BLOCKING x8 SYP PROVIDE p 2x8 SYP DRYWALL STOP BLOCKING 2x SYP CUT TO FIT MUST NOT TOUCH STRINGERS D BEARS IN WALL 2x4 SYP - 2x8 SYP 2x8 BLOCKING FOR STRAP 2x12 SYP BEAR BLOCKING OR IN WALL STRAP 2x4 BLOCKING FOR 2x12 2X8 BLOCKING (US 2x4 PT UNDER 2x12 FOR NEWEL POST MTW12) ANCHORLUED 1x4 blocking 20" FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD (USP E MTW12) - 2x6 SYP 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL FLOOR GIRDER OR 1 � x 16" VL PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. G AND NAILED) (G ( FLOOR TRUSSES 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS PLAN VIEW SCALE: 2' = 1'-0" DOES NOT BEAR IN WALL NEWEL POST 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. SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 4' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS\ 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4" 314 PLYWOOD ON DECK H AND z" GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 s AND NAILED TO NAILED TO STRINGER blockinin g for FRAMING strap (U 2x4 DRAFT 2x12 MT STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED —� NAILED 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLUE NOT TOUCH STRINGERS INTO FLOOR WITH GLUE -AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT POINTS x4 GLUED AND NAILED TO STRINGER POINTS E FOR DRYWALL SPACING B W H SECTION VIEW SCALE: 2' = 1'-0" 0 BLOCKI FOR STRAP SP If MTW12) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SECTION VIEW "Ell E SECTION VIEW SCALE: 2' = 1'-0" 3/4 PLYW ON DECK —2x8 SYF AND Ni FRAMIN 2x4 DRAF' STOP 2x4 BLOCH A SCALE: 1" = 1'-0" SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = 1'-0" 0 1 /-XIr% ll.►UINO I KUU I IUIN UC I /AILO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L JOINT -L TO GISTS) D NAILED AND 0 TOP PLATE INTO RIM BAND, iND NAILED TO 3 WALL BELOW L JOINT LL TO IOISTS) u 2X USP (1 ►ECTION VIEW "H" SCALE: 1" = 1'-0" O 0� zM 0 z� d J r2 t� z Ln, (DQ) C w 0 'U — w O r", F- y (%) o 0 U W N M C M M _g IN t`:2- o00 = N W L LL Go 05o.o iv Y d rn t0 O e} a�Q o A1 NCBDC �y �j' LU a! LJJ C LL,� :,.. y I Z.0 CL 0 LLZJ0j2 4._0 'Ljj o� �y 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 NO O a� O � (� M M Q�'Mtt) a �' ULn - oCUCL00 a �� Z� �0 W J � �- 0 z W 1. 0 Uj Z,Z2x U0 zQ0U z za iL x Ufa =�Zw�Z C7 W J 8 0 a �••� LU N ~aOzOo J O Ln N Ll') QLLJQ O �\ 'O'C ZO O Q 0 uoZ-12 ti m Z Q. w W Q�ozdo0 ~Fa— wQ6 0U-zQ QQFaa-QQ z ri �W�w CL M Q~� LL z .. > O g za SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. ST 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFERV 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. 1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS N. DETAILS 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 3/16"� X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16 FURRING „1115 TAPCONS (TYp) 6 O.C. EDGES AND 12 O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERBLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.. O.C. 2-ROWS INTO 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ D. 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE �� O.C. & 4 FROM 1X4 P.T. 3116 x 3 -1l2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL V/1 y I 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" +2�� NOTC @FIRST COURSE\_USPHGAM10@ 12" O.C. w/4 SDS LONG TAPCONS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 JOIST & (4) 3/16"x1-3/4"WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH 2 COURSESWEB AT FIRST 2 COURSES BOLTS INTO K.O. BLOCK +5^ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATIONFILLED CELL PER PLAN FILLED CELL INSTALLATION I( 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. q_q _ 1890 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS �. SOLID W/GROUT b 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS 111 11 1 M W NA11 I x 2 - USP RT 6 / 8 NAILS & 6 ( ) ( ) BLOCK HEADER TAPCONS 1/2' DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4)" X 14" WEDGE BOLTS [ (1) STRAP - 1225 # , °' ' 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE 2 STRAPS 2450# O ]) '• BRACES O 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION ' a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ^. '.. ' ;� : •. .: .< SCRIBE (NOTCH) BACKSIDE TO FIT ARCH BRACENBLKG INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILSOVERHANG'•:. AT EA. END RETROFIT TRUSS DETAIL •. � b • CONNECT W/ 8d NAILS :° 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 A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 314" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NAILS @ 8" O.C. ARCH DETAIL i 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" )(0(2)10d TO TRUSS TOP CHORD �FRygN SCALE: N.T.S. SS O.C. 12 + < + + Fj11OT H PLYWOOD SHEATHING 1 �_Q�� 5r_On JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS ° WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. ° ' , Ago, „ EMBEDMENT INTO K.) 11 11 MAX 2-0 $ PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ° °• °:' '• A i • s #5 BAR + 1.0„ ° CENTERED W/ g BLOCK HEADER/4 SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + ,e 9 ' ' ' N TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r • s EACH TRUSS e ° to a : ' �? KNOCKOUT / N - ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. CONNECTOR °moo =� ( Q ° x W/ (3) SIZE AND E NFMONOPEROPLAN ! 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. -i LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH000, #2 SYP @ 24" O.C. ENTER SO IT DIRT a z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o #5 BAR IN ' HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG _ FILLED CELL ' �; ' �'- ' �; ' �; ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , . . . - ., .: ., BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" •° ,sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •� •• ` •.� •• ` • •- •• • `r s• •.� s• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE; IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT ga. PANEL MORE INFO 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" 'A W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR} (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6t0�� 5" EMBEDMENT & 3"MIN . SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p c o U a REINFORCING AS FOLLOWS: '' SEALANT IL=�I=�I=IN ¢ a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * #5X6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * �� 6 MIN. LAP SPLICE W/ P' III —I I =_- —_ J - EXISTING FOOTING 2-#5X6 IN CONC. ' COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL ' `' ° .: ° 0 1L ILI==� N DRILL 3/4"X6"MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. a. 6�� MIN. LAP GRADE , �� o. p � SET BAR IN EPDXY •'�"'=` .. ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 p REMAIN FREE OF MORTAR. NOTE: Cl) H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 0 P ; 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.TOOL GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" NTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES I FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY SECTION GLASS A I) 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 DF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U Z o Z z Q o J a_ z Lo cn � N w � p •U — Ow 0!f ~ E �(Zr- U 4)M LU EMSE I_8 C� M M N O O0 t lu U� LY 0Cc �o a0)Qo rn O,r A' BW NCBD-C ,� is ssa 9 .01 L? Via,`' W- co a�•M F �_ u W M ' �q Uj U4 V t O0 ZC l' t L T. 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 fV O� H M O M Q 0 II f1 � •L UON Q Ln a �31a� Q � � Z � � WJ 0 d' J 0 z LL z N w ti m UI. - N0O Oz>.z<Q z Q Q U a =�zz►-z LD sW o� rI = O W N 0 z t--1 M a. LU�w J O 3 Ln N N In • • J �o 0ZEW ry- Re ^ 5pz�o ­0 rLaZCL Z w zaEzZ Iff =50z J u�W0 z ,-� z�� �aQ o 8 T� a�Z w rl Mo Qa aF- O M z .. LU ~ g z M J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. SS 4 ( I 8d NAILS @ 6" O.C. TO BLOCKING BELOW *DIAGONAL SPACED AT 15-0" O.C. MAX 2x4 BLOCKING @ 48" 2 ROWS OF 8d SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT O.C. W/ (2) 16d TOENAILS EACH END @ 6" O.C. FLOOR SHEATHING i PLAN � SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD OR GABLE END SEE TRUSS LAYOUT FLOOR TRUSS I FLOOR TRUSS W/ I TYP. 2X4 BLOCKING CLIP EACH TRUSS USP H2.5A TO BETWEEN TRUSSES TRUSS I FORT PO) PLAN PLYWOOD SHEATHING " BRG/S.W. BELOW BLOCKING SECT. A -A A FROM BASE PLATE TO FRAME OUT TO TOP OF FLOOR TRUSS A ( BLOCK EDGE ATTACHED PER G T SEE DETAIL4/D1 NAILING SCHEDULE ____________________ J ADD 2X4 ALONGSIDE FOR BEAM SIZE 2x4 SPF STUDS SEE C/S3 FOR TOP CHORD WHEN REQ'D EXTERIOR SHEATHING I @ 16" O.C. WALL ADD'L INFO. TO PREVENT PLYWOOD ATTACHED PER NAILING SCHEDULE SET BACK 2" PER SPAN FROM EXCEEDING JACK 2x SPF #2 DETAIL C/S3 MAX 24" SPAN (EITHER USSES HIP AT 16" O.C. Id SEE PLAN FOR DIM. SIDE OR BOTH IF REQ'D) G.T j a-ij BUILDER FRAME SEE FND. PLANFOR RADAS FOOTING CONTINUOUS LATERAL BRACING- REUS QUIRED SPECS. NAIL OVER X-BRACE AS SHOWN - 12NAILS INSTALL BLKG. AT TRUSS WEBS AT 12" O.C. MAX A FOR NAILING X-BRACING-2x4 SPF OR SYP INTERIOR SHEARWALL a@ TRUSSES CROSS BRACING DETAIL (TYP.)/e" 1 w/2-16d@EACH TRUSS WEB HIP/RIDGE BLOCKING DETAIL 2 KNEEWALL ENTRY FRONT WALL 6 STEP-DOWN, WALL TO TRUSS �36 SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS USP LSTA18 _ — _ _ USP HD4101F BUCKET 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE MAY BE NAILED 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. CENTERED @ SPLIT TO TIE SEE ROOF PLAN FOR MORE INFO (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB BEAMS TOGETHER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2 x 6 #2 SPF 48" O.C. SEE FLOOR PLAN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS W/ (4) 10d TOP & 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 FOR COLUMN SIZE USP LSTA30 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES I &ADDITIONAL INFO. OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d w/11-10d TO BEAM (2) 2x8 #2 SYP BEAM SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d & TO COLUMN o W/ 7/16" O.S.B. SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN SEE FLOOR PLAN FOR 7/16" OSB FLITCH PLATE °o FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED FOR COLUMN SIZE � _ —f COLUMN SIZE & BASE _ REQ'D ONLY WHEN °, ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE & ADDITIONAL INFO. OPTION A CONNECTION INFO OPTION INDICATED ON BEAM B ° A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN ° o 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd REQ'D ONLY WHEN ° ° LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER INDICATED ON BEAM ° ° SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" SCHEDULE/PLAN O.C. MAXIMUM. 3. ALL BRACES 2X4 2x4SPF 2 COMMON BM. TO POST ATTACHMENTKAN�° SHALL BE NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD ° 00 NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS SEE ROOF PLAN ° 0. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. FOR BEAM SIZE & SCALE: 3/4"=1'-0" MSTAM36 W/ (13) - 10d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB CONNECTION INFO. BM. SPLICE OVER & (5) 1/4" X 2 1/4" TITEN ° ° ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g CENTER OF POST SCREWS EACH SIDE OF ° 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS A A EXTERIOR CORNER DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) SEE PLAN FOR n BUILT-UP COLUMN MIN. 2X4 BLOCKING PRE-ENG. TRUSS TOP OF BEAM 2-2x4 UNDER EA. END OF 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP I BEAM. @ 8�� MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. C EACH PLY10d DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM 2 X 4 P.T. PLATE AT 8'-0" MAX WOOD TRUSS �C �C 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR COLUMN SIZE & O O CMU BASE FILLED COMMON TOENAILS TO RIDE BEAM ADDITIONAL INFO. (WOOD COLUMN SHOWN) W/ CONCRETE SEE 2X4 CONT. AT CONC. MASONRY MIDDLE O PLAN FOR SIZE T & B CHORD STEEL OR WOOD 0 U BEARING SUPPORT CORNER Q SEE FOUNDATION A -A ALTERNATE BLOCKING PLAN FOR MORE INFO 51 � DETAIL @ INTERIOR BEARING 0, L43 COMMON BM. ATTACHMENTr18�KNEEWALL @ ENTRY FRONT WALL WOOD TRUSS SCALE: 1/2" = V-0" SCALE: 3/4"=1'-0" (Corner Interior Column A PROVIDE BLOCKING AT ALL TRUSS BEARING shown. similar) 30 SCALE: 3/4" = V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" NOTE: PENDING BEAM 2x4 #2 SYP NAILER. NAIL BEARING LOCATION, THE TO STUDS w/3-16d @EA. STUD. TOENAIL EA. ROOF AND EXTERIOR 3/4" T & G 10d NAILS @ 6" O.C. EXTERIOR SHEATHING BEAM CAN SIT ON TOP OF TRUSS TO NAILER w/3-10d ;7r__PER SHEATHING ATTACHED PLYWOOD ATTACHED PER COLUMN W/ (2) HTW20 NAILING SCHEDULE 2x4 STUDS W/ USP NAILING SCHEDULE STRAPS SEE 2ND FLOOR WALL SECTION SYSTEM 42 STRUCTURAL SHEATHING SPT22 @ BASE SEE FOR ADDITIONAL INFORMATION ATTACHED PER NAILING J/S6 FOR MORE SCHEDULE INFO. (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F � -NAILS VARIES W/ 2x4 BASE PLATE W/ 7/16" O.S.B. FLITCH I� BUCKET TO COLUMN 4TOOEC ROOF SLOPE USP LSTA30 OR PLATE TOP @ TRUSS � MTW12 TO FLOOR BRG. SUPPORT COLUMN BUILT-UP 1/2" DRYWALL EA. FACE WOOD WALL GIRDER BELOW @ 16" %� (2)-2x4's OR 4x4 W/ (2)-10d ATTACHED W/ 5d COOLER OR TRUSS. 2X4 CONT. W/ (2) xx O.C. (I 1 n NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (3) 2X4 SPF NAILS OR 1 1/2" TYPE S OR W SCREWS 7 O.C. SEE PLAN 16d COMMONS I I) PACK 2X4 SPF #2 STUDS NAILS EACH I I (2) USP HTA20s @ 16 O.C. U.N.O. STUD TYP. T&B � III TYPICAL BLOCK�� I w/(10)-10d x 1 1/2 EA. TO COL. SEE ON PLANS TRUSS OR ~ WALL �� 1I ALT: (2) USP MSTAM36 � USP JU26 OR IF 2 PLY C/S3 ROOF SYSTEM � � STRAPS CENTERED TRUSS USP JUS26-2 SEE C/S3 FOR �� w/(13)-10d NAILS Ea TO COL. TRUSS TO LEDGER SEE FLOOR FRAMING PLAN AND MORE INFO. 16" FLOOR SYSTEM FLOOR GIRDER TIE BEAM 2x8 #2 SYP CANT. LEDGER w/ J/S6 FOR MORE INFO. VERIFY 611 M USP SPT4 W/ 6 10d ()- SEE PLAN FOR SEE PLAN FOR (4) 16d NAILS @EACH FLOOR WITH PLAN FOR LOCATION AND X 1 1/2" DIRECTION CONNECTION TRUSS. MAX 24" O.C. (AT HIP DIRECTION (IF PARALLE SEE 2/D2 P.T. SILL SHEAR TRANSFER SECTION c, FLOOR JACK LOCATION INSTALL (5) NAILS EACH SIDE) FOR BLOCKING INFO) MASONRY WALL PLATE BEAM RAISED ENTRY (TYPICAL) INTERIOR GYPS UM WALLr7*'�CONNECTION r22� MASONRY WALL 4 SECTION AT LOW ROOFrg BOARD SHEARWALL 31 SCALE: 3/4"=V-0" SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" ��j SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" UlLO Z M — to Q� J r2 z Q) cn 4-J w 'U — O w 10 � o U 00 W —tg dM C 0 Co!— M -0 M Ooo L_ LL 00 C Y Q rn C obi Q o A1 BD®�s- NCB,DC e�5. L W. N 0 �g "-- g.EE � °° . -o UM CP e . d `' 6. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a� n P-4 4-J O (�M00 >of) Q � -gyp U-11 Q U_ L1') Q UU M -4 00 Q a Z WJ � 0 Woo W zF,-`5 (n0na UF- 0 �00 zaU zrQUx< =�zZ�zz 19zpp W gv a W J o4a U S N ri I-aOzLLI X: O O N Ln v / LUJ Q W0008 W w CL Zoz z W 0 z�ozoo ~�1_c '.ac8 > J `�06 $no 82 (n < U:ZJ ~ g �/ z a I C,z LL J�z 0� O z U > ~O g w Z J a (n SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. D 1 i (1) USP LSTA30 STRAPS (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. I MASONRY WALL CONNECTION. (22} 10d NAILS I EXT. SHEATHING Q BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUSH W/TOP 2 OF MASNORY & 8d BLOCKING INFO Q!7T 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 DETAILS FLOI + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. I 2x STUDS © ADHOESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. I SURFACE 2x4 #2 BLOCKING OPENING LARGER THAN 4 ft (2) 2x IF OPENING IS GREATER FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE 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 ; : FLOOR DECK INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. 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 SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '' ''' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 114 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" - V-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MS MSTA36 SCALE:3/4" = 1' - 0" GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) /4 x2Ya 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 - 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 NAILS 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 O USP SPT24 @ EA. STUD W/6-10d '4 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. (2) 2x8 OR (2) 2x6 TOP JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE REQ'D TYP @ 24„ O.C. B USP LSTA24 W/( 18) NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN p°C C°p 4p sp,0 pop -10d CRIPPLES IF LONGER THAN 8" TALL. 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) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT j A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN @ 24" O.C. HEADER w/ (2) 12 TONEAILS FLUSH w/ THE IDE j NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE i2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. NAILS TO STUDS BELOW. OD USP SPT22 W/ (6)-10d TO STUD & THE_ FACE OF DER/ STUDS W/ (22)10d NAILS (2) 2x HEADER SEE PLAN I I NAILING AREA 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER 2 2x HEADER G () (4) - 10d TO PLATE SEE PLAN FOR I i (TYP.) I CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE i (2) USP MSTA36 STRAPS CENTEREDL SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" j 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 ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR 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 I EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. % SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (i (BLOCK SOLID) \ AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR I I I i 2 x CONT. T & B f OINTERIOR HEADER PACK W/ 10d NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE ( i (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 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/ I -JOIST SEE PLAN AN HO16d NAILS & ANCHOR BOLT W/ BOX HEADER E F TYP SEE PLAN n 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 MIN. 6" EMBEDMENT (2) Zx TOP PLATE (2) LSTA12 WRAPPED UP D BASE PLATE ARE NOT REQ'D TO HAVE & 5 1/4 TAPCONS. () �- AND OVER TOP PLATE CONTRACTOR MAY USE PROVIDE BLOCKING 2x CRIPPLES @ 16" O.C. W/ USP 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) 10d NAILS & (4) Y4"x2Y4" �i a° 'a' CONNECTORS @ TOP INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TRAP. STRAP. EITHER STRAP IS S SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ - TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER rj HEADER CONN. @ 2nd FLOOR STUDS BELOW A TO HEADER OLESS LOWER ROOF. 6 2 STORY COL. aC� GIRDER (IF CR PLLES ARE THAN 7 8" LONG NO STRAPS ARE SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" REQ'D) SCALE: 1/2" = V-0" ..° VA ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS 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 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 (2) 2x HEADER SEE PLAN USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT HEADER/STUDS W/ (22) 10d NAILS 2x CRIPPLES @ 16" O.C. • DOUBLE 2x4 TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" 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" 0/C kT _ 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS W/ 12d ° F 2k4 2x STUDS @ 16" O.C. @ INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE (2) TOENAILS. TOP SPLICE W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE ° - TOENAILS AT EACH E OF END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ` ° ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING (2) 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 USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS 2 USP MSTAM36 STRAP(S) () '' 'rr 2X CONT. RIBBON NAILS W/3,20 NAILED TO STUD PACK I ',� FLOOR DECK CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. �.. Cd @ 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �\'� CONTRACTOR MAY USE TIE BEAM AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4"x2Y4" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS 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 9 10 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" U' z0 —89 Q d Z O W cn �-� W p 'U — W O FE G= 0 00 U F— — �M O o N U0 r .2 0 0)ao Q Do)rn do A1 B D. NC BDC ,' 111 . E `I F' r z i c LU .... + o U u qj � CX o Q�° m �! �! co ' 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. O Z O I� M O M a�faLn a v,•Ld- Ln Q LL LL . '-. Q E 000 Z WJ C) d' 0 Z W LL W zl— a Co Uw -- y00 Oz}zQU za8o¢ sF- z�z Mz, J ��OSUj UjN �a0z J O Ln fV rl J Ui aLU z8o O Q Z^� UrwZ11 OWg Z 1..1. W Q za:zz tW9WOz00H ~ Q U J `./06 $O�82 U) <�WQ2o ,--I Z �XtLO z ZZ Q MO O J YLu 0 M `L z U O z W S Z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape s DO NO" BOTTO FLANGE SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW Scale: NTS i �nol Inv�a r�r�onuv�.a SELF -ADHERED FLASHING DECK JOIST NOT USED "'"WEATHER /E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN ,-,�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) ' E 4M \SHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 u SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 0 0 0 0 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 O SELF -ADHERED FLASHING CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED RUBBERIZED ACDWAI T ASPHALT ADHESIVE ADHESIVE r-- SELF -ADHERED FLASHING SCORED RELEASE PF (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 001 SELF -ADHERED FLASHING INSIDE CORNER Ground ,7 7 Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED NOT USED FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section 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 of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.0194nch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as #�in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8 Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 U*) zg z d In (D Q) c/s LLJ u O L I- y i� t/i o 0 U LLl 0) M C'WCl) F- E em:2 M Ooo amp-8 N w LL 00 so=C)a°i (0 0. <Crn rnQ6 A , BN D® C-B �D-C jr6z� C N S0� N fn ar �y N o a h 0 N O 000 Z o Z `wMCPr ;LL O 44 Z L.L r - L1 N � W a ai O a LV a� W U ¢ c..- Z ��°'� 0 .1.8a z - UN 0 0 o m0° W aaN um x M N Q o �0 V H 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD co Z fV O N N to M O M Ln M Ln aLnC: in 0 HL_ U CL Q � � Z}� W M J � V- m 0z W LL Q wraZE-�v�a 1-Z�00 OZ>.Z<-V z>-<U a Q 0 }- UJ 0 Oa��8 �l-aOZOO �--I fy) W O 3 f-I U) J N in Q J 0 LL� ce0zcCoe e".� (D W Q .000W V z o RaZW -0 Z o�Wo l- Za-`zz W W Q Z z cu LU 1- O �P-J¢Waig O � w0u-Z°Q aUJIoo Tf 11 L.L. o d m LL o � 0 t--1 o a a UJ w f- z Q g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-2861 SHEET NO. W P i. ITT-1 ,: 1, 1--t�i77 I:. i.. 1 i.. -1 Stock No. A3 FloridaUSP Statewide Product ApprovalProduct FL17244.1 ESR-3455 A23 Approval No. FL10446.2 Basis ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGAIOKT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 PL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.6 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEGS FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT208 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446,3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244,18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 P HD2A F L17219.4 ER-0200 H 1 FL 10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FLI 1470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0last ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 4201430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279,102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0k55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1680/1590 FL15288.1 - FL15288.2 +40.0/-50,0 psf General Aluminum Company Series 198011990 FL15288.3 - FL15288.4 +40.0/-50,0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B, SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70,0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 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'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54,0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197,1 - FL2197.5 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST F1_1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1-FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CU C_ Cn -0 Cu > Cll Q 0 O R3 C- .� to O O O O (V Cn 0 0 CU U 0 > Ln CU i O CU O CU .0 �'20^ vJ Q L E z CD ICU 0 CL^ O i..i_ 0 L� W ICU Q CL 1- o L- ICU Lu Z� z Q a SHEET NO. PA 1.0 - - I ,i 11 1 1. , , I rn 1. 1.i di ern ISni, i a,- 1 1 --1 1 11 1 1 1 11 1 1 1 1 1 1 1 1- N _ _ N p-� � L_ L 2 N t_ o C Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 U (3) Building Codes and Standards 1/9/2017 Building Codes and Standards 1/s2o17 = CO c •cn Florida Department of Business & Professional Regulation Pagel of W U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/92017 0 O •�L 2 Application Detail 0 CL FL#15000-R2 Product Approval O FL#15225-R3 Code Entity or Date Date Date Pending Date ode Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status FL#15332-R3 Products (jf O -r--� - co Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tvpe Versio Manufacturer > Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Product Contract Date Approved for Use Approved in HVHZ for Use Outside HVHZ Im pact Resistant Design Pressure E O L_ Category: Exterior Doors g ry: 419 298-1740 Management Institute (813) 767-6555 ( ) Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Seq # Product Model, Number or Name Description Expiration L (� -+� Subcategory: Swinging Exterior Door Assemblies 9 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No N/A O U) Co Q Compliance Method: Certification Mark Listing rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com XO, XX96&quot;x96&quot; 4-- I ICU�•. �. or com Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A •� U) Q FL#15225-R3 Products Professional Engineer 143&quot;x96&quota -• 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 146&quot;x96&quot; Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 3 SERIES 430/440 ALUMINUM SGD SERIES 4301440 ALUMINUM SGD XXX 12/3l/2017 No Yes No N/A 5 e. &quot;Srnooth-Star&quot; and &quot,Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Imp Design 143&quot,x80&quot; NON -REINFORCED Therma-Tru&quota and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 4301440 REINFORCED ALUMINUM SGD 12/3l/2017 No Yes No N/A 6 I. &quot;Premium Series&quot;, &quot;Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A 1 a. &quot;Fiber-Classic&quota or &quotSmooth-Star&quot 6&#39;8 &quot;Non-Impact&quota Opaque Fiberglass 12l31l2018 Yes Yes No N/A XXX 143&quot;x96&quot; Series&quot; and &quot;Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and Door with &amp; without Sidelite(s) - Outswing (X, OX with Transoms Outswing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 2 Product Approval Application Detail Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation page 1 of 1 LU FL#15279-R4 Building Codes and Standards 1/102017 Product Approval Application Detail Code Entity r Date Date Date Pending Date Product Approval Application Detail TVDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entityor Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval roved Status Category: Exterior Doors (513) 770-6062 Inc. (513) St9-6566 C_ ode Enti or Date Da a Date Pending Date Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel ILL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved pP SubCategory: Single Hung bsitlinger@miwxi.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Desian Compliance Method: Certification Mark or Listing up.com Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/2112028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 488, WINDCODE&#174, W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 426, 55S, GD5S, GDSSV, GRSS, GRSSV, ARSS, AR5SY, Sec # Product Model Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ esistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ED5S, Ep5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors .Flush, Glazed, and Lowered single and pairs of 12l31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/3l/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NJ 54X72 12/31/2017 No Yes No NIA 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 428, 55S, GD5S, wide) WINDCODE&#174. W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NJ 12/31/2017 No Yes No N/A GDSSV, GRSS, GR5SV, ARSS, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON IMPACT 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, ARSS, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97' to 162" 05/2112028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GRSS, AR5S, ED5S wide) WINDCODE&#174; W6Garage Door PSF Cin Business Regulation Florida Department of & Professional Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 O Building Codes and Standards 1192017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119/2017 ■ �� Product Approval Application Detail FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Code TVDe Versio Manufacturer Entity or Contact Enaineer & License, Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/1612015 Approved Affirmation 2014 MI Windows and Doors Brent 9 er Luis Roberto Lomas Steven M. Urich, PE 04/30I2015 04/30(2015 05/10/2015 Approved PP Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code ZYL Versio Manufacturer Entity or - Contact Enaineer&License Validated By Date Date Validated Submitted Date Pending FBCApproval Date Approved Statu s Category: Windows 365- 3300 PE-62514 (717) 317-8454 (717) 65- SubCategory: Fixed Compliance Method: Evaluation Report from a bsitlinger@miwd.com Revision 2014 MI Windows and Doors Brent Sitlinger Luis Robe rt o Lomas Steven M. Urich, PE 06129/2015 06l1912015 07/05/2015 08119/2015 Approved ■ SubCategory: Horizontal Slider bsitlinger@miwd.com Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Professional Engineer SubCategory: Mullions bsitlinger@miwd.com Florida Registered Architect or a Licensed Florida Compliance Method: Report from Professional Engineer FL#15278-R4 Products Florida Registered Architecthalt oor r a a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desion Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No No N/A NIA Quality Assurance Approved for Use Approved for Use Impact Design 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31l2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PtV NI 72X72 12/31/2017 FLANGE No Yes Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 72X54 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12131/2017 No Yes Yes N/A 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No NIA FLANGE 72X54 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NIA PW NI 72X72 FIN 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SLIDER 108X48 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A SLIDER V ) 0 CC 0 L� U O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 L.L Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Building Codes and Standards 1192017 Product Approval Application Detail Product Approval Application Detail Product Approval Application DetailLN (n FL#13192-R4 FL#15272-R7 FL#5444-R10 m Code Entity or Date Date Date Pend ina Date Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Code Tvpe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles mark.d,harner@saint-gob Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer ICU FL#13192-R4 Products FL#15272-R1 Products W Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Agoroved for Use Approved for Use Im pact Design FL#5444-R10 Products for Use Impact Design y 5eg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure Quality Assurance Approved for Use Approved Resistant Q _ A 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes WA NIA 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Pressure 1 2 HardiePlank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A Z architectural asphalt roof shingles z Q J d SHEET N0. PA 1.1 .4--1 N L a)� Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 ^^2 CU -0� 1..{. Florida Department of Business & Professional Regulation Page f of Florida Department of Business & Professional Regulation Page 1 of 1 •� m (D V! Building Codes and Standards 1/92017 Building Codes and Standards 2/62017 Product Approval Application Detail C) a-- -CIO :�"' � U to Product Approval Application Detail Product Approval Application Detail FL#5219-R3 O '0 _0 •O (35 FL#12328-R7 Products Code Entity or Date ate Date Pending Date O Q C Quality Assurance Approved for Use Approved for Use Impact Design FL#21675-RO TV- Versio� Manufacturer Contact Engineer Validated By Validated Submitted FBC Approved Status O LL e # Sig_ Product Model. Number or Name Product Description Contract Expiration Date 1 HVHZ n H Outside HVHZ Resistant Pressure Code Entity or to Date Date Pend Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE O5/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved % 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A TVDe Versio Manufacturer Contact Englneer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 — Co0 j New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Accessories that are an Integral Part flvalidation@yahoo.com O � O of the Roofing System Co L Approved Compliance Method: Evaluation Report from a L Category: Roofing (904) 240.1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida CD Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer Cc,}— Q, Compliance Method: Evaluation Report from a m FL#5219-R3 Products /V)� Q Code Version: 2014 FL #: 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Desicin Category: ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quot,Flet Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Num bar or Name: ALL Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 884139,, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA Woad Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No NIA ce Approved for use PP outside HVHZ: ALL Impact Resistant: ALL P Tile&quota 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 1 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal4&#39;, 6&#39;, 12131/2019 No Yes No N/A for Shingles&quota 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards g 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity o Date Date Date Pending Date FL#16588-R7 mi Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Englneer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity or Date Date Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 jyoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status SubCategory: Roofing Accessories that are an acarter@iomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/1712015 06/17/2015 06/25/2015 Approved Category: Roofing SubCategory: Roofing Accessories that are an (904) 783-8400 (786) 315-2590 clark@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868.4707 Integral Partof the Roofing System Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R7 Products Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use I pact Desion Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant P ssure sseq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A 1 Deck-AirTM DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97,5/-97.5 1 O&#39,Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A NIA Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Cn cz Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 1/92017 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/2312015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 ■ SubCategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Code Entity or Date Date Date Pending Date Florida Registered Architect or a Licensed Florida Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076.R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code t Entity or Date Date P.� Date Pendin 3 Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure TV- Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/2312015 Approved ■ — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm PanelsrNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate &amp; Split Shake Flat Profile -Stockton 12/31/2018 No Yes N/A N/A Code Entity —Date o Date Date Pend ina Date FL#15088-R1 Products 14 Saxony 900 - Country Slate, Shake &amp; Slate Flay Profile - Henderson 12131/2018 No Yes N/A N/A Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Desian 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a F� 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes Yes N/A N/A NIA Professional Engineer ^ ` �J 26 Villa 900 Medium Profile - Stockton 12/31/2018 No N/A FL#15076-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design U) Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Storm Panels /2017 No Yes Yes N/A O 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Galvanized Steel retained 12131 or not by tracks to provide hurricane protection. _O CDCD CL 4- CIO Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 -+—+ Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Cn ,^L ei Building Codes and Standards 1/92017 Building Codes and Standards 1192017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity or Date Date Date Pending [Date TVDe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Awroyed Status FL#17869-RO FL#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code Type Versio Manufacturer Entity or Contact Enaineer & License Validated By Date Date Date Pendina Validated Submitted FBC Approval Date Approved Status Code Type Versio Manufacture Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved ^^ Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712.9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 {� Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewis@alpineitw.com H FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Sea # Product Model. Number Name Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer FL#1999-R5 Products 1 or 0.050&quota Aluminum Storm Panel Product Description Contract Expiration Date 0.050&quot Aluminum Storm Panel with Optional 12/31/2018 in HVHZOutside No HVHZ Yes Resistant Yes Pressure N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design LL1 Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot,Safety Edge&quot Storm Panels &quotSafety Edge&quot; Storm Panels, 289a 12/31/2018 No Yes Yes +54/-54 Seg # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018&quot;&quot) Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/3112017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q and Non -Pert), Clear Polycarb (Full and Half) 3 ITW BCG Trulox Metal Connector Plate 12131/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quo[, Aluminum Non -Porous Hinged Storm 12131/2018 Yes Yes Yes N/A Panel Q J CL SHEET NO. PA 1. 2 N OCL L L � 0 O Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business & Professional Regulation Page 1 of 1 �� +� ) (n Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Florida Department of Business &Professional Regulation page 1 of 1 = � Building Codes and Standards 1/9/2017 Q) (� Product Approval Application Detail Product Approval Application Detail = 2 Q -L Product Approval Application Detail s— FL#2197-R5 FL#1644-R4 O Code Entity or �_ Date a .�. Date Pending Date a Code Entity or E t . Date Date Date Pentlina Date FL#1645-R4 i-+ y�.— O co Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Coe Entity or 1� Date Date Pending Date � Q > Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06130/2015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05127/2015 05/06/2015 06/02/2015 Approved Type Ve sio Manufacturer Contact Enaineer & License Validated By alidated Su miffed FBC Approval Approved Status Q L Category: Structural Components (314 851-7480 LLC. Category: Structural Components 9 ry� p 541 826-0200 Wood Association ( ) Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 9 05/27/2015 05/06/2015 06/02/2015 Approved PP Q L � Q SubCategory: Truss Plates dwert@mii.com (205) 599-9800 SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association Q (a CL Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.00m (253) 620.7467 co -1-0 Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12131/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A NIA Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12l3l/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/0112035 No Yes NIA N/A 3 MT18HS 18 ga. high strength truss connector plate 12131/2017 Yes Yes NIA N/A 4 MT20 20 ga. truss connector plate 12131/2017 Yes Yes N/A N/A S MT20HS 20 ga. high strength truss connector plate 12l31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 FL#6527-RS Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Code Entity o Date Date Date Pend ina Date Type Versio Manufacturer Conta Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/9/2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved LF #158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.anderson2@weyerhae Code Entity o Date Date Date Pending Date Compliance Method: Evaluation Report from a user.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03116/2015 02/24/2015 03/18/2015 Approved FL#1630-R8 FL#6527-R6 Products Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or ate Date Date Pending Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com TYPe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Aporoved Status Quality Assurance Approved for Use Approved for Use Im Pact Design New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07106/2015 05/12/2015 07/30/2015 Approved Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A FL#158-R7 Products SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a j i m.anderson2@weyerhae user.com 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2016 Yes Yes N/A N/A FL#1630.R8 Products Quality Assurance Approved for Use Approved for Use ImnaCt Design FL#6527-R7 FL#158-R8 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity Date Date Date Pendina Date Code Entity or Date Date Date Pending Date 1 TJI 110 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ApprovedApproNned Status Tvpe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 3 TJI 210 TJI 230 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A N/A N/A NIA Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood I -joist 03/31/2017 No Yes NIA N/A Category: Structural Components g ry: p 253 924-4084 ( ) (608) 839-1344 Category: Structural Components g ry: (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03/31/2017 No Yes N/A NIA SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI/560D Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-RS Products Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impaci Resistant Design Pressure sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Aporoved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A -- 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A NIA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119rz017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9Q017 Product Approval Application Detail Building Codes and Standards 1/9/2017 • Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date gate Pendina Date FL#11383-R4 Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Code Type Versio Manufacturer Entityor Contact Engineer & License Validated By Date Die Validated Submitted Date Pendina FBC Approval Date Approved Status Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26/2015 03/2312015 03/30/2015 06/23/2015 Approved Coe Type Versio Manufacturer En or t� Contac Enaineer& License Validated By Date a Date Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Category: Structural Components SubCategory: Products Introduced as a Result of g ry: (602) 437-1160 PE-60509 GREENBERG, RE, bill @powerssteel.com (813) 645.0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components g ry: (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use I pact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use I pact Desi n Sea # Product Model. Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A NIA concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars, of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. W( � -tf � � Vn O O L (D CL 0_ -0 O L Q V C� w a z J z a J SHEET 0. PA 1.3 -- mfilii1�i ,1, ir.=n.1ITit uua :_ I I 1 11 1 11 1T I ob