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HomeMy WebLinkAbout6502 Wagon Trail StALL WORK SHALL COMPLY W'TH PREVAIUNG CODES FLORIDA BUILDING CODE NATIONAL ELF CTRIr CODE AND THE CITY ZEPIiYRFiILLS ORDINANCESS3S wit 4i„r ` A'i.i:Y — o _ a ILL 77] D 0 p 0 E] a ■ ■ ■ ■ �D� ■ INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES SN1 DETAILS STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF Boold Door Bk Sh Bookshelf Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community �' Comp. Compressor C.T. Ceramic Tile D. Dryer DB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Flr. Finished Floor F.G. fixed Glass Flr. Floor Fdn. Foundation Ar Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Foot/ Feet Ftg. Footing FIX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb K/ Interior KM/all Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. LL Lintel Length LT. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit. HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round RID. Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W With W/C Water Closet W.A. Wedge Anchor Ad Wood WP Water Proof REVISIONS �► Z1 I&T_ 71 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS 12-28-17 3.00 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are 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. (D 2 M — O � QQQ l a V) z cn 0 LU � p O w V) FE o Cn 0 o 0 ~ N M m oM O o 70 M _ ai L Lt00 U _6 Q o P ¢ rn rn Q 0 ® ® NN C�V 0 0N°� M N d•\S N • O u.. u r�. ®c� .mac L \• Z LL m� W¢,M, F w o� To the best of the EngineeA $4N?,✓)edge, i r nd belief, the structural plans and sKINQ t fined within these drawings comply with the 2017 lorida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z C(4 0 � � 00 > M Q U) a cn • � � Z < C LL Q ^ O a00U0- Z § Z � WJ l00 Milli 0z � H CeE z¢a f¢ w¢�- UZOp Ww� � ZZ $,HW >�ga W i;wLLN O o uLn w ZZ _ dU Zz P.- LU F o ' '-� O v U a LLU � aRo F U .0, oaoa nj za ¢ a3 Z N auo w .J l� ri LcJ.J G Q di= ¢ Z a v oZ UU 2 Uzi Q a aWZ d- `n Z of a n m o Z w �o dW O g = V__4 a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. C S 0 0 It H. AC PAD -------------I---- — — — 4-SH roloo M W.I.C. C0 8'-0" FLAT CLG. CARPET -------R&S ---- — In r 12A O= to I cn w C, C3C, W I A S3 TYP @ 1 STORY OWN E 'S SUIT 8'-0" FLAT C G. CARPET = I A N (4) 2x4 #2 SYP STUDS W/USP HTT4@ BASE S3 30'-10" FIBERGLASS SURROOUND 60" X 36" A 59'-4" T-10" BEDROOM 2 8'-0" FLAT CLG. CARPET, 00 (D 25-SH EGRESS 11'4' 00 M CO <V N 0 25-SH EGRESS CARPETHALL � '1 ■ < . fit■ .; � � ■1■■I _ � � � �� -� __r ■■■1■■i �� 1��1 D.W. 11ULj L — — _ � o FIBERGLASS ° SURROUND IT 'JuH1I L�1 r 5'-0" 1 -78 G HAS N BOX @ 83 36' A. F. 9'-0" I T-8" 2'-8" 4'-3" 6'-10" T-7" I I I 9.19 SLOPE . CEILING I 16" DEEP PANTRY =w 8'-0 LU (nC, =LIAT C LG. n_ 0 u E I c 2' I to W 00 10 Cr r I O----------------------------------------- PATIO- T FAMILY ROOM / 4'-0" /' VAULT. CLG. CAFE CARPET VAULT. CLG. ' 30'-0" CARPET / Ift N 0_ L 4 Oz Oz U) _j_I 7r1jU c iU 21' A 37'-8" 35-SH O Wail I!��I1►� 050 ;H. BEDROOM 3 8'-0" FLAT CLG. CARPET `81 I 11'-10" I �C O 8'-0" 2668 K 20'-8" BEDROOM 4 8'-0" FLAT CLG. CARPET 3'-0" 6 9' 0I K 2-CAR GAR GE S3 8'-0" FLAT CLG. EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU ROOF ENTRY 8'-0" FLAT CLG. 4068 B.F. R&S I �U) W co O D I S3 I I I I I I I I I I I c7 I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — -- I A ■u HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 254 S.H. 13 20X38j 18JX371 S.H. 14 20X501 184X50 S.H. 15 20X63 184X624 S.H. 16 20 X 72 18 4 X 71 j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. 433 27 1/4 X 38 j N/A S.H. j 34 27 4 X 50 j N/A S.H. j 33 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 274X63 26X621/2 S.H. 436 274X72 26X711/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 314 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 371X63 36jX621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General 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. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot- Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET SEE SN SHEET '� 4D MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL i INTERIOR 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 LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED o LO Z M 0 — o Z aC a Cn ( D W cry LU i_ U Lu 1— E N M C a7 M C`6 -0 CJ 0 0 S U LL_ 00 0 a)in �C m o. C:)�0 JCL rn < 0 N C B D�CD�C ® F / b r�0 W&V R"�s,� o e— =.•Z Y CT "P u\SL'' � ,� vz �� w a 2-0 . oYM i off: �.0 a `F.o �Z •.... a• �V, Ig. z� To the best of the Engiri ,� wledge, infor ' nd belief, the structural plans ar5d .rt��-�QQ[� fined th�70P7 within these drawings comply with Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 O Z 11714 o�� f> U0 C:) re) <C��� a �•L�r N L.L �6(� � � Q .1p WJ C) d- Z w� Z. uaQ(r UZ8O ZWwo� ij z Z c 0oou_ N _j LU � O u ZZ �o 1� O �z 5 O N / L^ O F \W o U / ^ ' V J W L 0 p ZO a ey Os ¢VOYP a a a ��yy Tl N ZaoJ tL.i 0z Jj ¢ C Q Q p O z 'o N u_og a wO P LU J t.f) rl LL Q W z =ado w U Z d- Z �-Cy m Z .41 w ao O 00 = w ,-•1 a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 2mO SHEET NO. 1.0 MIRROR MIRROR o M a 0 `�7— F-7 OWNER'S BATH BATH 2 Lj O O 1AV U HOOD 0 N 4n 0 ZV o Cl) DW N CV OPT. RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS. SCALE: 1 /2" inal u7 CD _r 2 CM O QE3J U) z to C9 Qw CQ p w can o a V a)M W f— E p M N ."�U co 0 CO (V U 0 in n o Y Q tT to O V' M Q O D. 1 r� @">• N J� z� N CO WU) N Y l Mya ° n To the best of the Engineer 5 nf�gpeMfp( dntaine,and belief, the structural plans and sg d within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z� o I�-IO z M Q V) (0 Lr) En Ha)L� �U7-4 Q E00 z� ro CD W J � €o 397 o: 97 LU za f w¢-a rUZOpU "'- zwW� r/1 Nuz . � Z V J � 0 2. o of a�n F OL-VuE.0 U8RO w z O 0 z z Grz 0 -a M 0 c � � z F z O Z �u V/ p �Ro ¢ s Q�7 J Y� VV N ga- h tza N a ¢3 o�22 Z u_o�o Z W N ^ L , W a w Q J rl Uj n - z U Q Z w~~ °dLU z Lh Z � a z 0 ob Q J = ¢ z r"1 r-1 a- to SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. 2.0 -T ii' f-ill- , iA.;-4 . 1 1, 3 5 12 5 I I (+1 ") 6" SMOOTH TEXTURED BAND ------------------- T.O.M. — — — HDR HGT. 11 7E 1001 1171 M FF 11 �16 -1''1i�li'�i'I�i'I�i'L�1i'I�i'�i'1�11�i � 24'-0" RIDGE VENT 12 ;Z�5 25 SH 25 SH F.FL. FRONT ELEVATION - B1. RIGHT ELEVATION - B1 1 /4"=1 V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO, IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. *` (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed FEE C� 0 CD Z M Z QE3 U, zLo d� C/) CD cn u, C_6 0 W 1E s o 0 /C�%i Co1` cli ` W C) � W ,_— S a, M C N M O 0 CV U17� _�00 _CF �i W o-o Sao <C ® -- '9"p �o i (t�1 �N` J � Cn M�� • �i.�- w Ems 1� AR'°^°o Der To the best oft pineer's n w edge ' ation,. and belief, the structur`�p1�MkVNTb s contained within these drawings co a 2017 Florida Building Code - Residential 6th Edition. 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 N r>0 M a U) L_ 'n z LL Fa- Q U CL 00 z fu Z WJ l00 lJ oz e c z d f¢ F: '^ vJ Zy-vy�-.+�+�Z�O � WQK� O 2 W W Y U. W Q a D o UF�o W _l oLm z T...' W �..�..I m z z Z _0 TT V ' 0 U, �••-•� z O V Z Q �z Q �f F F_ 0�,. J z O woocal U��a N LL_Z �°acea W J ` d- cW7<<3: g0gW Z Z N is 2 W UJ L0 LV Q Z aEo W F ¢ W z V Lh Z Lnz azw m rn = .-i a U0 SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO' 10 SHEET NO. 3.1 12 12 5� �5 28'-0" RIDGE VENT 12 5� --------------------------------------- Z-O„ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 T.O.M. HDR HGT. 2'-6" Of 01 TEXTURED _ CEMENTICIOUS r FINISH ON C.M.U. ao 00 (TYP.) CD --------L-------------------------------------------------------------------------- I---------�—�------------------------1_1-----F.FL. SCALE: 1 /4"=1'-0" LEFT ELEVATION - B1 E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or 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. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. '* (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed c� UD z� o z �C13 V) zC I cry (D � w ru p Ow ~ 0 C/i o Cl) V t— E O N M [P -0 - N U O ej N U N LLL _ �Y00o Q M LO $ v M ¢ o ® 1Nt IVV Wtv �1`• • zN U NO ffi � LJ :��� Q• Z � ROFESS10 ❑ To the best of the EngWWgd�ietY formation, and belief, the structural plans a l� i ications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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>,U.,MO M Q U-) L.f) a to a LL U fu rq cl�z < Q00 E Z WJ C:) d' oz �o zaa z� U Z f a ~ w¢ira o OZww< oQLo I— � z a0U) W U o J w ui zz o J T LU a z S O p �3 W o > z U aC �a {i1iJ LLA l iU r 0 J 1 , 1 W � 8 6 uc2Ea r%J A Z<0< W O J Q 1 �¢aa Q 3 0 Z Z N C) LL°o a a LU J U-) r-i L1.j Q LLI Q a ° o n ~o z u LU FW z r1 �} k V Z ? C z 0 00 g = Lu ¢ Lu cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. 3.2 2„ 1" 2" "NOTE: VARIES 1" RADIUS ih iv iv cv 00 FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" *- BUILT W/ STUCCO. N 3 1/2" RADIUS 3/4" RADIUS 4 1/2" RADIUS 1" 4" 1/2" RADIUS 1'-54 VARIES TM Ma Mia Ala �N 1° EDGE OF OPENING VARIES cli Q N 32 11" 32 r 1„ 1, 8„ Li 1" 22„ 1 1/2" RADIUS 2 1/2" RADIUS VARIES 12' VARIES BASE ITN DLO T MM 4„ 34 4„ MIV r a 1 1 a„ N N�iN -1v �o rl �N 3" T , 4„ d , I I VARIES 12 2" 2, 4 I • N � 4" y 12, "NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO, OPENING VARIES 1 2 EDGE OF OPENING 2" �N `6 1'-6" 1" 1'-4" co L • � 1-1/2" THICK 1-1/2" THICK 0 4" 101, 24, i� -iN pia M r Ir- 10" 6" I i 3„ 4 2„ N 2„ 4„ 3„ 6" 2„ 2„ N fn fn Tri 2�" 4 1-1/2" THICK 32' T M 52' 2'-4" 1'-5" 5z" INoo a" 1" 54 1, 4„ 3„ 12' N io rM VARIES VARIES 1„ W Q M I i • VARIES VARIES r---------- c� I 00 c 6-� 2" 32 3,. �D ,-'� ^ �� KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" 00 YSTONE F11 OPTIONAL 3 4 7KEWINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" - - CV CV 4 VARIESrM 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & • FOAM/ PS MATERIAL IS ACCEPTED 14„ 1, 64„ 14 12" 54„ 2 1 1, 12" 541, 1'-4" W 1 " _ � of 3'-8" 4" 3'-0" 4" 101, 1 4„ 101, = o N 7 i� N N 1" 1" 0 (D iv CV 0?o M M r �PIr,, • 2 N� O GENERAL NOTES: • • • 1,5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH Inal Lo o z� <C a to U1 Xp O w E t/) m F— o 0 Cq `V 8 ) M N O — obi O L LL oo Q.. o Y Q p Cn M a O) 0 Al 1 �V `- ��w � N o v C-� 6 allo o z ZNiW zLL7 LaZJL LLA Ulv-Cl N Cl) or o m m Z Ern?? � W N M 0 O U � C) To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 r4 O � N > U-) M O M M Ln Q d (n •L � N z Q U- Q . fM � U o. V-4 00 Q 0 z E W J 0z �o wn za �a wz01 oo�o zOzz J -0 Q 0 LL 0 04 w Lu O 0 w Zz z0 U rl O s o > � O �z uj U U) QNz *Al � O U W W O U a � 2 oQ0c. 8WO�o z Z 1y Wa W W J ri W W =aEo w� zU U r-I a z W w Z Lri z a� Z zUj O ¢z O 06 X 0 SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. F 1 - - — - 1—i� i �,iC uull i� i cif i�ti,1 1 u Ti.�i lu�ili„r i r.iT 1u�i 1 l 1' if f 1— I iT I I V1 I ai l 40 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 14, 250.94 — 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ppper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer i Alu GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 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 FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. 24 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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT, CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT F AC PAD DISC. WP GFI M M W.I.C. ):�_ ` I I ROUGH -IN FOR OPT. CLG. FAN/ i LIGHT PRE -WIRE OW NEE R' SUITE \ I k � VERIFY METER LOCATION WITH BUILDER JR� EDROOM 2 BEDROOM 3 /ROUGH -IN FOR ROUGH-ING. FOR OPT. CLG. FAN/ OPT. CLG. FAN/ LIGHT PRE-WIRL� i% ` LIGHT PRE -WIRE ROUGH -IN ' / �� �% GHTPRE-WIRE �tD*OM 4 G lr 1�) \ m m1\ � S.D S.D / O O DEDICATED RECEPTACLE O FOR MICROWAVE RANGE C.M HOOD PER SPECS-- -- DW I SINK w/ 1- ti _o TDISP ti :IS.)D � O� � L Still.. _ � -r----- -- — — — - I L_ I I — :/ I LiEl I � / I � / / ROUGH -IN F�R / / OPT. CLG. F N/ LIGHT / 7-0" / PRE -WIRE I / ---------- PENDANT AS / PER SPECS FAMILY ROOM CAFE / / / OPT MW W --- OW F c) a I I j U I I LL I I Cr U I W W 2-CAR GARAGE I @ 44" A.F.F. GARAGE 1 I LIGHT AS I GARAGE PER SPECS I DOOR GFI I I r i I n I I! 11 I 1 1/I I L------------ GFI @ 44" A.F.F. A IRRIGATION 'WWp GFI � ENTRY I I MAIN ELECTRICAL PLAN SCALE: %4'=V-0" C9 z m _ d z� Q J a V) CD LU ru p OLu E C%) � NZ o 0 M L U E rn M C c6 Cl) O O N awin) CJ N - L co 3e G �Y " I` u� Off_ Q Cn Q Ci �10eq tun- oZ od zJ ��Z� rcg — 'N J W M =o WLt- laLU Z U a o z o _� �ro o o co_� m Z H�mmw LL ¢ M W a N 42 o O O U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 a) n > M 00 (n M Q'pLr) a to Z� fl. ^ , L ro V Q00 a �" z� � WJ � d- Mj oZ Eo WZ Z a fa F- wa�QE oo8o Z w W 0 �=)H 2 W,aw0m Z Z O 8 O Q J o� Z= }o � aZ T� S O Q U �3 O U �Z a U LLJ _j X >9 8 Y' Z tjo" N _ Q �'-"'ELL ZJ �aa3 a d" o� Z N u_0�o W wa u_ aa�o —I rl LJJ LL! Q t^ p Z v Lu a H r-� Q Z ce , Z � Z tj Z ` Z 0 oo g = Z nr-I d () SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 10 SHEET NO. 4.0 WE - ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o f vented INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation. vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers, Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or 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. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0 CD z� a U) z J i- w O LU E o0 '— .� Co � (J LU f- M M C co M O o N C:,L _ CU 2G LL 00 O (0 � C' Lv y Q rn p rn Q o Al ® -V ' t ibp �ti�4 p � c0 „`aaa o U) Z � F � �� k J ml J � ggAa- ut rnf�r V 13-- F Fe o"car 0 Ern_(aD � OS aO To the best of the er's-k ow - ,'in or , and belief, the structural p ns(,spd eci ' at '44 ined these drawings corriply Kjgi orida within Building Code - Residential 6th Edition. 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 v n r--r 4.J O 1,0 � (n M O M Q U-) fU L0 tZ toz w 0 Ln a L_ U_ CL M U 00 Z E f>3 LU O W JCD MJ oz o zaa �a F- w¢ceX ZMuo ce ww w j Z Z p � W OW._o V��O O� zz >o rl z O a H C > J T o 0 U (!) Q J W f O z 4� 4 ' T-01 O a 0 w0o= o<o< r4 I w Lua�:� �aa f Seto z Z N oY a ;C� Z ta- L.f) Z � j a�Z z m � = a z -I I a- U0 SCALE ; AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION No* 10 SHEET NO. 5.0 �.I 11 1;, 'I 1 li I�I�.Ind..hillJl:�.il�Iddghil:iLWl@LI_,NN;JJ,d.IYI ...I�]I„�.. �. �.: I:�r. , �.. I_ I I �. I-..�.. � i. I �. c zt T-10" 1. 4'-8" 1. 4'-8" 3' A H.B+ S3 T-8" T-4„ :.r..�.�.�.�............ �._...�.�.�.�. ce ..�.�.—I— — 11. •iO4 �....—:- — ——.............. ........... ....................... ......... , CP \ i I °' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER : ■ J (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) O \\ • \ 0'-0" \ \\ I I I i) � 1T0 I r � . . . . . . . ... . . . . . .—.. — — I J I�— f , ■ \ \\ 13'-5CO 4„ CJ T-2" CJ i 1 CJ I f CJ CJ Ll7 bo \ ' \ 11 I CI) \ co : I I ■ . . . . . . . . . . . . . . . . .. ,• I \\'' CY) . . . . . . . . . . . . . . . . . N ....................... ----------y-------:: A I K (2) #5 REBAR S3 it VERTICALS w/ in I I 7 I I ; FILLED CELL it ilk 1 I 23' 11" 2'-10" q, 14„ 1 } 2'-6" 0.CD i } 0 A H.B. T L S3 S3 3'-0" TYP 2'4" 5'-2" 5'-1" 64' 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. c FOUNDATION PLAN SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) 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 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W Z J d CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" �•' #5 CONT REINF. SEE .` '�_ FND. FOR QUANTITY •;; ��' ','��:' ;r #5 X 25" X 25" CORNER �' _�•' BAR ONE FOR EA. �'� ' ' ' , •. ' • HORIZ. REBAR, TYP. '�. " U.N.O. :. �. :• �• ;�. a,:.: ', **Alternate: • The reinf. bars shall be ��,: • �r �: • �:=, ;�,; • �r, �:= cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" u7 C9 .- Z � — 0 o Z cry Z Q J w �U — O LU E �� C o0 W F--- E 0) cM IO -0 - O o N _" o CU U) C Lc> <C 0 O QSQ CN $Y 46 N . �tf OlO C a`A �LI N� `° Cho z W ¢ r�1�:, 419 G7 E `l To the best of t in eWi $k, r, and belief, the structur F 'm and spe't,ficatio �iy ned within these drawings cobr�j¢ rida Building Code - Residential 6MUt! ngineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O C) Z 0 > (O 00 M Q�f0 Lr) a tn•Ld' H L_L� Q U a '-' Q E Z W J � Z W25 za a FF z LU E.LU LUI.Q, Z V Z Z GL W aaO,n p O0 m rz 0 Ln Z Z O az ZW Z O 7 L a v) (� ::D 0 Z T'I O O U 0 a �x z 0 o� o i � ° � 2: 8 28 N Zao¢ Way �aQa 0 z w N Ln g o, o jai= + q w Q W Q z (noZ° z U 9az m 0 00 gz z f a SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION N0. 10 SHEET NO. 6.0 r(2) A A (2) A (2) J1 D > (O �. D G D co W ao to W N 07 l v m W W 0o n .i rn rn L ti W cn D < D 00 < D < D A < D W < < > r > Q < D W < D cn < CJ3 . .... ... CJ5 TFI .. ' EJ7 1 ... ... .... ... .... ... .... ... ( S5 EJ7 ... .. ! .. - . .... ...: .... .. ... ... I EJ7 EJ7 EJ2 EJ7 I E J2 : I ( EJ7 D I � EJ2 I I EJ7 EJ2 rA " TAT " ... ... ( EJ2 ' ' EJ7.......... S3 ' EJ7V 0(2)EJ2 9 S5 EJ7V _ 11 EJ2 � ' 1 / 1 I EJ7VA I 1 1 1 EJ2 I EJ7VA I — — EJ2 EJ7VA✓� ..... ..... CA CJ5V Lr A CJ3V NEJ5 CJ3 (2) A J 1 W CJ1 1< < CA (j2) 41 w IF \-0(2) S3A (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 - 1 Od 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 9-1 Od X 1 1/2% 8-1 Od 3610 3105 5/8"ANCH.118 10dxl-1/2 HTT4 2715 5/8"ANCH.12010dxl-112 4350 3740 5/8"ANCH.126 10dx1-112" HTT5 3225 518"ANCH./(28)10dxl-1/2 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS A1HTT4 45 5 7 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS 116511070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1 Od x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Old x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 1 Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Old NAILS AND (5) 1/4" x 3" WEDGE BOLTS X" HTS 20 1450 1245 24-1Old X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10- 10d SPT22 685 1 8- 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER FT 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 ("). (B 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 80. 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 OR R� PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-13" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=V-0" Im (D t2 Z Aj Z CD Z <C a V) U' c/ w � p w O � Eo o V)� (.) 0 w RigHE rNi C m Cn O O U a)n pNLL ppp o Q rn rn Q o tun i �NuLLJd9 Z4 o uzl If a U Fe To the best of the E e Ipd�g�irif on,�� belief, the structural p r, d spe Ioat cont vp• f within these drawings co p1' ¢ t e 20 7 Building Code - Residential 6th t��61N rr's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rmo O O Z N 0 Q . N U O M Q U 'o L(i L C) Q U- oC U a 00 Q § ru Z W �� oZ �o zaa z� �a Z r~ w¢�a Z w Y �=2Z LJ� AWE W (� o�,S Z V N ��o zz yo f z Z "Q LL V � D fu O rl O z a w U (n J LL w a�� 0 0 O von UwoM rj pQoa +�za c�a f011� o 2Q Z W N �ao J Ln rlLU :,�c 0 NOZ8 w ~~ �t a z ��z U-) 0 Z d� Un Z 0° � oo S = ¢ z ,—I a V) SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO' 2m0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY ii�v I L LWI I Hkkullwyll M WA E UA 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID O d. W U 0 #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. mom 00 CFI LED WITH i�i� F =FILLED WITH #5R(1) MIN. BAR CI'D (1) REQ'D ALTERNATE POWERS GROUT / U = UNFILLED I -1/2" R=RECESSED CLEAR STEEL LINTEL QTY. OF #5 � ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY s c� 4 ° .M.U. #5 REBAR AT TOP < LU° ° ° MIN. (1) REQ'D ° 4 1-1/2" CLEAR 6 F 16— B/ 1 T a z a o D Z ° GROUT NOMINAL.QUANTITY OF 5 REBAR AT LO rn ° 4 c.M.u. WIDTH #5 REBAR AT ° BOTTOM OF acn Z- w _ 4 TOP NOMINA ° LINTEL CAVITY w W O m 0 x0 n —BOTTOM 0 = U F— HEIGHT REINFORCING Q ¢ 0 M Z 7-5/8"ACTUAL PROVIDED IN Z W 1° D D 8" NOMINAL WIDTH LINTEL ¢ d � � 5 REBAR AT BOTTC (VARIES) (~n'o 11 a �° �, �° AS INDICATED MATERIALS c�T precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 wl minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 6-10" LL 6-6" LL O O 6-10" LL O 17'-4" LL (�) MIN. LINTEL PLAN SCALE: %4"=1'-0" CD zM — o ©C J U) z Cn CD va a--� UJI w E Cn = o Mo cli U N M M w ~ a (a Cl) O o N o _ U LL CO O C C, a) Q CO Lo O 7t M ¢ O 0 p °®y f �t 1 lL x�o • LU LU �a fit" Z �C9 �J Q'e� To the best of the a ee ' ob`����ee {{i� tiloo�j d belief, the structural Aland sp'EtifFc§FZs co �ii within these drawings co +N Eb♦rtl(d�� n a Building Code - Residential 6tN E{i A, er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 0 fO C0 Z M Q 'gyp l2 'L 0 C U Z 7-4 V �0o Q � Z (0 Z W J MJ 0, io w Za �a w¢ira UZ80 ZwWM I—jZZ 7a2f L O LL1 ULU 04 FO O Z ZZ lfF}_i_- Q U Z Z w Z Tl V ON V D fu H > 1� Q O U CL :,i W J LU w 0oz ¢ o J Y f V (V JZ¢g$ wrz< c� a a Q X Z Zw N LD Cy W —1 Lr) rl W W Z '0� w o LU z Lli Z ZUJ a ce Z Nz m00 O :5 2 ao Z rn ,--1 a V) SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO- 10 SHEET NO. 8.0 lllll�lf�� �IIIGI �I!AI■M11A�1 iti II,. I. E SY STEM NOTE: BORATE/ S NTRA CON SY EM 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. SEVE RAL RAL NEW PRESSU RE TREATED WOOD ALTE RNATIVES HAVE BEEN R C EATED T R Y 0 REPLACE CCA-C. MAN OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC 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 1 OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 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 308.4.2, ITEM 3, 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 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ±2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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, 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 1014 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 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, 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) 6th ed. (2017) 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 11. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 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 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1. 2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26% #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2, C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: Y4„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED, 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS, 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR O APPLICATIONS SHALL BE APA RATED STRUCTURAL 1 / " R UC URAL SHEATHING 5 32 EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4 . 4. . 3 ALL PLYWOOD USED FOR INTERIOR APPLICATIONSF AN S 0 OR SUCH AS SUB FLOORING D SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andgtreatment 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. Irrigationlsprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth 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 be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. must be removed �iecfore exter{or soil treatatmentalong the foundation perimeter 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. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE PONSIBILITY TO REVIEW ALL DRAWINGS BEFORE E RE S CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY, ANY DISCREPANCY BETWEEN FIELD 1 1 E I NAL SHOP DRAWINGS, CONTRACTORS CONDITIONS, OTHER DESIGN PROFESS 0 S D , BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%11 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. z (h O CD _Q z O ./W_') U' T Ww ' C3 - OW ~ � 0 a) C) U N M Cl) W - t3 C) (U f`6 O M OLO U _ 00L ow YNr < -se o) L) Q O a`S o 1 - NC D B . E wyQa V r ti' W to , 'a O O (r^' O Z '� O N n LLj min•-� � PRO � ¢^OC r .�oNO E rn p�ry rn - "a cW w M ry LO N 346 To the best of the IiPeer's k - e, infor �' n, and belief, the structural i �;��e�`c�ifi45 tained within these drawings com =111 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD O Z fV I\ 0 ate-+ >L/)MO M Q U-)L11 d- a ° LL CL M IY U a cc)z a E z Z CD W J C) 0Z z a z� LL, Uz0LuW�0 Z �ozz 0a�0, O o U �^ v J LU LuO V, zz ao '_'I O 5 0 Z un3 � rl 0 0 U u) ¢ L I -- U o Z Li 0 0 ¢Y� ~ U UP j� 0 < W��a 50�� Z Du E wa ZN Ln DW Wca ,-i LU Q Q Z 8 z U way awZ ri Nr Ln Z m o g z z = LLI T•-i a U0 SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE C° PLYWOOD OR d 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking ° k / 1/8" gap ° i FILL CELL - CO w CONT. #5 > STD. 90° BAR I HOOK STD. 90° HOOK BOND BEAM BOND BEAM STEP I USP MUGT15 TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST I BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small 2" min, 2" max gap • � 4 max. I Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. required when indicated or 4 max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b 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 wall or beam below.* require additional consideration. Check local building code for appropriate 1 /16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 10 0.5'-0" Q _ c� STUB -OUT FOR 1'-0" o °LO o GAS METER O o cf U ~O N = • 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. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-l" (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) Bearing wall, Versa -Lam LVL or Giulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-1/8" 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s; 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d I 16" 6-16d 6-16d 9 • BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset En up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. (0 Co 6, A 1" ROUND HOLE MAY 6, 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS, FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" 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. A A! US ML TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =rl I I I I LEI I l l L—LI IT�1—v I I Nail with 10- 10d nails. T= Install tight to top flange. SLEEVE THRU STEM a SEE PLAN FOR °• a • FOUNDATION INFO ° d STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist "depth i I -JOISTS BUCKETS N.T.S. GRADE a. REINF, SEE PLAN 1 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 112" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 4- a d =1TR..= d d 7�•• ... I -�I �Il-L • PLUMBING LINE PVC OR SCH40 SLEEVE d d a =1=1 I f=11 d d Cd SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED( PIPE PENETRATION TPVC OR SCH40 SLEEVE r_PLUMBING LINE d d • C . • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d dv' ° 44 G 1EEa d a d �Ir1 IIi SEE FND. PLN. SIZE & REINF. c� z� o C-4 z Q 0 U) z V) 0 u, w � o w ~ O 8 = ct3 0 m U W 1— EE U MM co cN ,'Ot3 Q O O N = U x--U_ 00 oY r; ao Q rn rn ¢ o A ® T co qCC> ..Elljl'% 4 "i; N .w U1a: I .c° a :�R_ .- e �Jol 7 N To the best of th ngin knowle ge, info n belief, the structural� ns to j� iGa((i taa within these drawin 9`,[ I wrfh iV2'017 FI�Q(6�® Building Code - Res identiaipp�i�gq,irts signature and seal is only fort a ngineering portions of the drawing pages bearing Engineer's signature and seal. i 0 ON Z O N (� M O z M Q LO -- -0 a cn .L d- V) 0 N N LLn Q CL r� 61 Q00 Q E Z 3: � a J 0 oZ 1,0, �o Zaa �a �aa oo8o w� ��zZ ¢ 2 z J oW-z UZ�O Lli Z Z '-1 H 0 �z Z z _0 M z a. V)3: 2:Q ro 0 > r-�CC O U U LLU oLL oZ r u a m N A Z¢�� W J U, Q Z a Q v U O z z N O0 g �'ao w °u_ W =¢° w J 111 ri LLJ lJJ Q z ul p Z o WZ8 uJz rl Oz�� zz_J r^ g T¢ JLu n ,—II 0- cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER 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) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE _� E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH >4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT ° D D (I=I I=I 4 FOR ROOF PITCH 412 OR LESS I-�=III-III I P I I (I Il . T_ - - - I - D • —I 11=1 I f-1 11=1 I I III—III-1 I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ° __ I —I I I I I —I I I-1 I I I =1 '=1 11=1 11=1 I ('- HURRICANE ANCHOR @ EACH -I I 10fIM" �II---II III I TRUSS (SEE UPLIFT SCHED.) W/ -, g" �+) - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" JC3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR J Y/ J J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- `_ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ``' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR G o q a A.F.F @ 24" O.C.) 211 WWF OR FIBERMESH @ 24" O.C.) ° 0g �31/2" MIN. 4 Z b °d° d4 0 d ° A.F.F. ° .4"a 00 ° ° ° a ° `� 9 3 v2min..).- .). GARAGE DEPTH VARIES d _=I 1 I—"III--III-1II' FIIII—(—I I IE=I E(I '11i —'_—'— 1 I i I (— (2) #5 CONT. 4" 1'4" 8" GARAGE SLAB AT STEP l B TYPICAL BEARING WALL STEP SHEARWALL4 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" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT A If SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD 2 ROWS OF 2 BLOCKING "SHEAR WALL" SCALE: 3/4"=V-0" 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH Af ° 1 �111=-131/2"(min.)- 4„ 00 D 31/2"(min.) - 4" =1 I-1 II- - ' =I I_II 1 I i I �� 1151 L -fill (2) #5 CONT. 4 -4 8' U.N.O. MIN. TYPICAL BEARING WALL @STEP rc C \\ EXTERIOR WALL 8" C.M.U. @ 2x STUDS @ 16" 0/C 8"x8"X16" KNOCK -OUT THIRD POINTSx BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6) 1/4"x3 1/4" 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 ARCHITECTURAL r 2x P.T. PLATE PER MANUF, FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.-/ j ° GRADE #3 & #4 LAP SPLICE i�l v D D D ' Z GRADE 40 MIN. Fy= 40ks1 (1) #5 VERT. IN FILL MONO OR STEMWALL z r _ - - -0 o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o _III=1 I I= I I - FOUNDATION PLAN FOR CLARITY ° D °O 6 MIL VAPOR BARRIER -1 I I I D D ° 11=1 (=J=) O° R 1 7/8„ FOR LOCATIONS) p p o I= I I= =11E I =11=l ' I• I I I I I E=ITI—L TI—, N z #5 REINFORCING BAR -� 1x4 P.T. BASE NAILER ° I =1 - =1 =1 =1 - ? I III o I 1=1�Illl E I_I: r #ri I AP 4PI IC F 4"x4" INSPECTION la11=TI=1 31/4" BASEBOARD PORT AT EACH NOTE g ° ° *FOR BEARING WALL -i ,- COMP. SOIL. (COMPACTED TO —I FILLED CELL TYPICAL — I— = I= I=— 95%MODIFIED PROCTOR ASTM I!=11�-IJ= I (=1I 1=1-- MIN, 2500 PSI CONC. SLAB W/ UPLIFT ONLY - -r M AT GARAGE CONTRACTOR I I I=1 1=1 1=1 1=1 1=1 1=I =1 1=1 1=1 1=1 1=1 1=1 11=1 11=I 1=1 D1557) 1111 V ITITI �I I IT) I I� �I � 1=;� 11- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 Ii I= I= -I -I - - = - = =1 it 1- 4" 1'-4" MUNICIPALITY. -III-III_- � 1 i � l- 1 �„ � =� =III- I I CURB DUE TO SLOPEIll CONCRETE SLAB WWF a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. CV ' D °p 'I' - Z 00 cl, _ L _ ° L i III 1 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR - D I h I - 1- z_ T min.) 4" BARRIER , p 4 ° COMP. SOIL. D ff r O0 - - - (COMPACTED TO 95%� MODIFIED PROCTOR 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 A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS� BLOCK WALL BEYOND 14 O.H.D. RECESS z ,--IN 2 I 09 SEE A/S3 OR J/S6 --'- -I I II I ITI I I , , I I I I1 IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" 4r GRADE C _ TII l IrT I REBAR w/OPT. T 1- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 13„ -t O.H.D. RECESS OD .TF ,- -I .. lam SEEA/S30RJ/S6-`_ -�Lll Illli�l�l I ,il. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP, BD. P.T. 2x 2„ HOLD GYP. BD, 1/2" FROM SLAB 0 ° CONT. BEAD SEALM Q ° ° INTERIOR ° a -31- /2" � CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE a° 00 C j 1=1 11= M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE z:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c� ' 1 WWF OR FIBERMESH K S3 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 END OF 2" x PLATE D w ' lll=1�1=1�IrAp . ci.I—III—III=III L 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN a FOR STRUCTURAL r BEAM SIZE & 2x4 P.T. CONNECTION INFO PLATE nib" O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ ° I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE a � w w o U) 0'-0" FIN. FLR.jk SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE 1F APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ._ ff 6x6W1.4xW1.4 CNI WWF OR FIBERMESH *- III III — III—III—' r (2) #5 CONT. =1 I I-1 11=1 I II I-1� L, ,, I ON T' CHAIRS (TYP.) 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES] 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH T I 1 M 1 Vr\ nu191 . fill V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE- - 4 a ° uj Z w Q 1—I—I —I—I I —III —I w 0 0 `= 1 11111111 • a�=III=III - z w U 1= �'ll=1 =1I I=1I =1 11=1I I I E I I 1=1 1 1— FOOTING J =1 III —III —III —III —III 111=III—III_ I-111=1 11=1 11=1 I I „1 1-1 I I I I BEYOND PAD REINFORCEMENT -� 1=1 1=i 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 C9 �_ Z M O Q J O- `� z c/) (D w f� o Ow � ~ �� r o 0 ~ u, ~ E — $ wi N M ccum (6 C N O o 0 Ua u co co 0 coao �o.,ad �1 m rn ¢ o Al 1BID N C B D C IV 42, �4 IV f � All a o o� � LLcaay :ate � w a •tR-, To the be the4X}gine�riainfppr�matigll, and belief, the st„R,yuraf`fSq and specifi,�a �st`on '4,ed within these dYaf�►y'n.gs 2'o �y ,ftktiea 17 F a Building Code - R�otry,a al 6th dition. s is 6R�y/' signature and seal ffQQ ff�%Q ¢#e'I ngineering portions of the drawing pa�sr bC�S'fng Engineer's signature and seal. it O CD Z r1j O N � M �O � (n M Q a L �r Ln O n Q � L.L � �— fl.. � M � Ufu ,� a C00 z � � W J�~ l0 �R Za J Lu oQ8o QZWW< j Z Z W �0. Q SW IZ O Rm J° J Zo >' U rl � fZ 0 C g 3 > ,—I 0 0 O U �_ Q Q a� two I- J a = X U � (V A ' O o�o� Z W c J a Q a 3 r m Z N a10 J Lr) C� G Q LLJ Q�¢ Z w ¢ - C:)) w~~ Z T"I *k � Z o 00 0 Oo g = SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 2mO SHEET NO. S3 (MONO) t`. (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE 1/2"MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PLAN (�'P•) SEE ELEV. UPLIFT CONNECTOR (SE SCHEDULE)D TRUSSES 24" 0/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS —� (2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE THREADED 3' DIA. EXTENSION 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" CONNECTION @ 8O.C. OR 4d 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT " APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM ❑ LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3)12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION TO DRAIN WALL 161 Ct DOOR OPENING DOOR OPENING DOOR OPENING —CL 1/2" EXTERIOR GRADE SHEATHING — —� FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ . O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS -_ VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 X 6 MIN. FRAME MANUFACTURER. MAIN SPAN MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD UPLIFTCONNECTOR SCALE: N.T.S. Sq S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1W5STD. 90 NHOOK IN K.O. BLOCK (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSUPLIFT CONNECTOR VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE UPLIFT CONNECTOR 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE KNOCK -OUT (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK WI (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. S4DOUBLE 2x4 SPF #2 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW a ° a 8" STD.90°HOOK g" 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 USS BOTTOM CHORD OR 2x4 LBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN ° DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO TOP SPLICE o a MOLDING 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS U) 2x TOP PLATE T CL GARAGE NAILS TOTAL) EA. SIDE OF °°°° 2-16d NAILS @ 24" O.C. OR DOOR 48°SPLICE STAGGERED MjN °°°° °°°° EQUAL TO TRUSS BOTTOM 2 6 P.T. i 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING x W/ MIN. 8" EMBEDMENT • G 10d @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED 2x STUD @ 24" ��S O.C. MAX. �1%cF PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT '0 ATTACH ALL 0 UPLIFT= 4290# (SPF / SYP #2) . SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4 16d TOENAILS a TO 7�P PLATE NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C =_ _ = PORT EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 rN USP SPT22 @ EA. STUD BLOCKING (TYP.) O PROPERLYVERIFY . ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 2x P.T. PLATE \—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 0/C MAX W/ 8 UPLIFT CONNECTOR (SEE SCHEDULE) EMBEDMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP rc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8 X8„ X16 K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. �+ A KNEE WALL ABOVE MASONRY WALL DETAIL rF �7�F SCALE: N.T.S. S4 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 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT a SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION T �qh 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 FF USP SPT4 ROOF TRUSS ABOVE USP 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION .. P USP SPT4 2X NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED (2) 16d TOE NAILS EA. BLOCKING P.T. SEE SECTION AA/S1 LATE AND BB/S1 FOR ADDITIONAL DETAILS 2X8 WALL ABOVE ENTRY USP SPT22 K.O. BLOCK W/(1) RECESS SP SPT4 USP SPT4 J-BOLTS @ 24" O.C. MAX #5 CONT. & FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED <MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C FOR 2"x10" OR ^ a 2X8 P.T. BOTTOM P ATE G' FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER 1 KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1od x 1 Yz" @ 24" 'I USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS @ 8" q IN POSITION (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER SEAT FOR BLOCK IS POURED 12d TOENAILS. 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS ° ° BEYOND. IN PLACE CONCRETE ONLY FRAMING {1) 2x SILL PLATE W/ (2) NAILED INTO CRIPPLE STUD 12d TOENAILS. OPENING TRANSOM PLYWOOD GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) LARGER THAN 4 ft (2) 2x FRAMING SHEATHING TROWEL FINISH SEE SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES ° E GENERAL NOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE GARAGE FLOOR �-2x STUDS TYP. EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B +, � TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HTT16 TYP. U.N.O. SEE N/S USP PLYWOOD ** HOLD DOWN CONNECTIONS SPT22 SHEATHING Op 0,4 NOT REQUIRED @ BEARING MASONRY FN/iy WALLS NOTED WITHOUT UPLIFT RECESS SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL Q LINTEL / SPT4 USP MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a ° a a SPT4 PLATE) SEE PLAN FOR FOOTING e ° BOTTOM OF MOUNTING BE P.T. BOT. PLATE a a 5/8" DIA. ATR EPDXIED DIMENSIONS POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 (MIN. "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. e4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) �7 CD f M — o z (O J U, z � w OLjj � o �L/)=Do0 U 4)m L U (s —S c) (p M N 'O 04 o00 _ U -E: cc) N, K ¢ rn Q o AlI N v I .�ktYR P, N Z •< J t s w.LU `on" OF � ° ��°9�8 z � o, L C �` �e v ` Q•• '@@��yy To the best oft ngi �k}lp�y� g ati nd belief, the structu Inns and�cpSclifi ns c ed within these drawings 4 Iy with the Q a Building Code - Residenti f P�f�i it C Po eer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. O O Z fV O 1­4 4-JO U0 - Ili M O z M Q � 0 < � U_ ,M C)� U Q� Q / Z WJ d' J oz O W� za �a wa0� Iz�0 I,,- U5 �0WZ �OJw r�oJ L0 V co @ W Z zo O a� zz 4 z Z O U U) _ J 2: o w Oz mom: Jx W �°a N zLLJ �¢Z Z Z N Sao _ L J �--I LlJ Z F 0 86y Q w<�Q g, ZQ ,—� d- � aZ m 06 � z z� ,-{ a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 2m0 SHEET NO. S4 _F___1_ : i ____FTrT T - l SEE STRUCTURAL NOTES AND SEE STRUCTURAL NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE BLOCKING FORX. x i7f@ OUTLOOKER ELEVATIONS) FIRST FOUR 24" O.C. SEE STRUCTURAL — ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°+ 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX, 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE �� 11 2x4 CROSS BRACE TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX, 8" FROM 48" O.C. EACH JOINT W/ (3) 10d AT LEAST A WEB @ 8 -0" 0/C. EXTEND @ LEAST 90% OF USP 8' FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)1 TOE NAILS () @ (SEE LENGTH (SEE TABLE) A 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END SILL 1/2 CDX PLYWOOD OR EACH JOINT W/ 2 10d O USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' J 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED � INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM EDGES AND 12" 2x4 PANEL 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUUSS) O.C. FIELD O.0 FOR THEOF FIRST (4 ROW S FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP &BOTTOM ATTACHED BLOCKING, FASTEN WITH 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" 0/C PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION TAPCONS. SECTION 1 2 SECTION(a� WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 SP HGAM10 W/ (4) 4"x1-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL— X-BRACING, AND TOP r NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `° 00 60 SHEATHING DETAIL 2"x4" CROSS BRACE - WOOD TRUSSES zo 00 APPROX. B FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING X EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 ^ NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d �7L111� 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONKD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8� ADDITIONAL INFORMATION. �- MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"'� SCALE: N.T.S. S5 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.0 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 ' S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x4 TOENAIL-)6" O/C RUNP W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �-CONT. BEARING 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-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS F@ 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 CONNECTION 2x4 "T" ON TOP OF PANELS L BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 4VIY I. I:JLf1nIlYlV VI 1 IIAn I V t l I I ./ GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" 16d NAILS @ 24 0/C O.C. TYPICAL TOP CORD BLOCKING FOR GABLE TRUSS WEB USP RT16OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL EQUAL @ EA. OF TRUSSES @ 5 SCALE: N.T.S. S5 OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 2x4 "T" BLOCKING "L" BRACE TO EXTEND AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE) 48" O.C. GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING TYPICAL ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB O.C. FIELD (2)16d NAILS SINGLE "L" BRACING DETAIL 6 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. 55 BLOCKING, FASTEN WITH DIAPHRAGM 10dx3" @ 4" O/C BLOCKING @ USP HGA10 @ 36" 48" O/C O.C. GABLE TRUSS DBL. TOP TRUSS VERTICAL STUD WALL PLATE (SEE TYP. SEC.) (2) 2"x8" "L" BRACE USP SPT24 @ EACH STUD FASTENED WITH (3) SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" RRA(-F SEE DFT..1/85 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L X 4 OLVI ININU VV/fL) 1 VU TOE NAILS @ EACH END @ 24" O/C (TYP) z w BRACING W/(3)10d x 3" @ IN\MOISTURE EACH CONN. @ 24" O/C BARRIER BOND BEAM MASONRY WALL d w — ----0 — — CU w 0 o ' 0 v Z o w w Q 1 0 :;t o 0 -v d w Q o o (D r 4 LL two ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES EXT. WALL CON N. NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. BEARING LOCATION UNEVEN CLG.) � E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 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 SCISSOR TRUSS 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 UI V Z M _ o Z Z J cn c 0 W E Ln c o 0 C) W p U 4)M C m co 1�m O 'CO N a IlfllI, I„ (> _ o L LL 00 U) n �V Y Q rn O rn ¢ d ® All N-C-. rD" I / bJJ N �•N h —� Zy,��� 09' �1 ASE "0 E ( 0: m. F s ® !J LN ' °infpp((� n, To the best of the E �/e�e�r' �`+jQyW` dppe belief, the structural ap5.�n� 5pEe1]r'R�If�-tontaii drawin h the 2017 l�Iryg t4��° within these s co Building Code - Residential signature and seal is only for the structural engineering portions ofthe drawing pages bearing Engineer's signature and seal. 1t O O Z fV OvI-, > M O M Q ) 'gyp Lr) a ) .L aL Q .. DC V Q 00 a �� Z w _j� d- 0Z w� Zd UZgo Z 0 W Z ow a�Oln V_ 8 N c�mFzO oN Z Z }8 Ci z 0 7 L w z 2: > rl 0 0 _ 0 a �� '0t�0s� XOU U m a oaaa N LL Z odj � ¢ zz< Q Z Z N 2��� w ce W J ri LU Q Zaz gt Q z o S 8 rl Ln Z z m 00 g0 = az '-q 0- 1rn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION N0. 2mO SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 -1/2" DRYWALL DOOR JAMB (REFER 1 X 4 112" DRYWALL , UNACCEPTABLE INSTALLTION DOORJAMB (REFER P T 1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS ` 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO BOTTOM PLATE Wi 8d 4" 1 X 4 „ 3-1/4 LONG X 3/16 0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON °� 6" O.C. EDGES AND 12' O.C. FIELD D O.C., 2 ROWS STAGGERED O. J TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYR) ` 40* 1 BLOCK@ SPACING " 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90° HOOK (TYP.) STD. 90" 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 16" x 3 -1/2" APCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER END W/ MIN EDGE DISMT. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TQ SHT. SDW2-K1 CONN. DETAILS ' ` D BOTTOM OF BAND 4EACH TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 T — J FURRING 2X8 P.T. WITH 3/16"Q X 3° LONG TAPCONS +2„ NOTC FB @FIRST COURSE ` USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` L JOIST & (4) 3/16"xi 3/4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT E FIRST 2 COURSES BUILDOUT LU)OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. q-q = 1890 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 1. j. SOLID W/GROUT tr Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4' TAPCONS 1„ 1„ USP RT16M Wi ($) NA11 NAILS & (6) 4 x 24 BLOCK HEADER TAPCONS 1/2" DRYWALL - * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1' NAILS AND 8d NAILS AT 8" Q.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#]) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN Q.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 (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR— x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD / ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE X 31/2" TAPCONS AT 16" x0 (2) 10d NAILS @ 8" O.C. �FRyyN TO TRUSS TOP CHORD (3)1/4" + �F1�JG I_�ll 5i_�tl SCALE: N.T.S. SS O.C. 12 + + Th PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" Q.C. + + + +OdLf + + BLOCKING AS e ... INISH 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 > e 1/4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° ° �.• #5 BAR 2'-08" 8" TRUSS + + SOFFIT ►' ° 1.01,; `. ° P ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + D e° IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r s p ' e ' o KNOCKOUT / <� EACH TRUSS e CHAIR BLOCK 8d NAILS @ 8" Q.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) s� CONNECTOR C MONO FOOTING _ .a a e ° VERT. BRACES WHEN. HGT. OF ----7 TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN 1 BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ► ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e ° STANDARD o 9 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 #5 BAR IN HOOK 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") o s �� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE 2 1/4" X 31/2" TAPCONS AT 16" ( ) ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C.sk PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3f4' = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. � REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 314"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O 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 "I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w n-' A REINFORCING AS FOLLOWS: * SEALANT r =�—T —'IT Eni � ' 1¢ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * g', o — —���I —III = I I I- f- g v z #5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. ° I -�TI-= EXISTING FOOTING * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANELI�T�� 2-#5X6' IN CONC. FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT ' 7T—i I I —_I — N DRILL 3/4 X6 MIN. HOLE - FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP GRADE u. p • 4 I—�izT� ` . \ SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c" ° :R REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. M z r • u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \ a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ °"11(2) #5 REBAR. MIN. 3"' TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . " 16MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. o C, 0 V) (D Q) cra (D(10 Lj `V — O U_j (D- C il- r E o o r- 'f—� C) m ti M i.I.J r E — cg d Ct m M N M m O o 0 -17 a) =LL00 �a) MEN=i3 Q((rn coax LO rn QAl 6 81 1 N-C a D C F/ •T lilt N N ``�`\\\I ff�� ���� V C c) � ... ~ N SE :'�N lb26 "a .L�� O w ro A -.zc 00 L . "2 00 e`e••...e•) N To the best of th ggineR `�ppC(1�d ��'jj,� at�ind belief, the structuraande2tF7t�t46ns ed within these s cti�plr�¢tl"RIzQ}a Building Code Residentia �f ¢�(S $,{gi`heer's - r s -Res, signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z N O r-, .N > U.) rq M Q V j ru ul a � .L N ul Z Q LL F- LL .-. C)� ru � V fl.00 Q Z WUj d' J oz o w za < tuz pwZ `a d X J ao0 o�.-S U w N FoW© zZo U Z z U 5 V z 0 J < r O 1 O J � Wa cwjOm� a Q z uj gO� Z W N Lf) w a w �dom Lij 5" ¢ Q Z S a jz ,--i d- Ln Z Cy Nz � 000 � 2 < Z 2 � a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION No' 2m0 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL- PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS VV/ G- I UU llU I I I r1UJV V V LL7 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v 11 [ * IT[ I-[ DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT —Tg ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. � CHORD AT ALL HAND FRAMED AREAS TYP. 4. SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL USP LSTA18 VERTICAL SCAB CENTERED @ 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE W/ (4) 10d TOP & BEAMS TOGETHER BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) SCALE: 1 /2"=1'-0" USP HD4101F BUCKET SEE ROOF PLAN Fi MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS46IF BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN L. FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST I SEE PLAN FOR /6. EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. 29 BUILDER FRAME LP RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD, TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONA N„k 2x8 #2 SPF RIDGE BEAM U: AT 8'-0" MAX WOOD TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 A TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD BEARING MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN SUPPORT ° ° INTO END OF EACH FLOOR FOR LOCATION AND ° TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE 2lD2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER d (4) NAILS EACH SIDE) INFO) SEE FOUNDATION L4 DETAIL a@ INTERIOR BEARING PLAN FOR MORE INFO MASONRY WALL (TYPICAL) 3 J SCALE: 1/2" = V-0" COMMON B M ATTACHMENT �18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:1/2"=1'-0" SCALE: 1 /2"= V-0" VAR I ES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR / U @ ATTACHED PER ADDITIONAL 81 NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) 12d NAILS TO EACH ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. J/S6 FOR MORE INFO. LOW ROOF/WALL VERTICAL STUD) SCHEDULE PLATE TRUSS TRUSS T SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED xx STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO a<. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL ; OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a<. TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF RAISED BOTTOM CHORD 2nd FLOOR WALL W! USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. as FOR CONNECT ON EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. ep SECTION FLOOR MANUF. SPEC'S FOR @ CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY('8_"*'�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT �39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" ��j DETAILS & SECTIONS NMI C9 z� —o z13J z Aff�� V) CD Q) C W t'6 p 0 Lij cn C6 o a m V W 8 N M M CCh U M N -0 M 0"0 _ C.) a' 0 1 - ao ¢ m - ao K E B o 1►ti It !ll ®®T ® ' hS �. e v _Y� M' � N U)11Wci ay. O — to . N ^i � �'-j,Jue s T, F O P* O44 /�+a,, LL3W'ij� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O�t� i>-IMO M Q U-) rO Lr a .L n V) Ln Q N LL H C)- U Q00 Z M C:) WJ J oZ �o w zd f a ~ Y w¢�� r pZp U W w FZ T Q W Z a�iro U Lu CN Z oZ Zo 0 1U Z o U LJJ o Z > T O 06 J Q ui V U) _J L� 0"z �Fo aUO2m2 F"— X 8 W N OR! � J Q 8a�o Z Z N w W J Lf) Ti W Li0<1 V7~ ZU g�a ri d- 2:Q ¢ z Q Wz ^ L / Z 1, zW O 00 S 'r' W =U.J J Z ¢Z r 7l T__I a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDdN) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO- BOTTO FI GNnI SELF -ADHERED FLASHING HALF ROUND WINDOW I �nol uIw rv�onu��a WEATHER ✓E BARRIER & lARILY 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 JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM 4SHING Q 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 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 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 �i Q SELF -ADHERED FLASHING ■ , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER --►) Ground 7 SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST / OUTSIDE CORNER • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 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. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C.4 tM 0 - o 7 z Q r U) to (!J � w 03_ o W 0 � E � � I0 m � C) w N M cmcMi ~ E O o N _ Qj L U_ co U N to a o O Y Q a) u7 cf CL ¢ o A I 22 C=, 4D N "D o N O N �Z IOU o „ Z Li Y� (n N W a -rn" N w w rx- U¢ n�L Q Z 5 Z v vl rn O O W C> W or o m m IL Z �' Nj � o W N ¢ M O U 0 U I ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! O 0 Z (V O aV N P-4 : L_Jo ko I> -I U M ln N Ln 0 U-) Z I-- LL. Q CL oC U ra CO a E� (a Z WJ O� d- J oZ 2 w0 Zg g w C w UZ80 O-0a,U FF w T0HZ .e fO aSw� � J oJnU) Q M 8 n Z Z r_1 LU C] 18 Z s O 0 LLLn i O > JT� O Z U to w w LLI oOZ J 86 ¢X v.2 CVO} A 1` Z<os w Z J �¢Z� a d- o0,10 Z N u- =) Z Lr) w o w w I-- = � C 18 ZO T "I Q a�<8 Q Z w Z *k L n C) Z W Nz Q ¢ z 0 0� J = SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. WP 1ul n; l I ,u 111jill 114 hA1­1",.1iIJ Ad dhi, d.I : ( - T_ I I N Cu N U N 0 USP Connectors Cross Reference > (ll (3)0-O O USP Florida Statewide Evaluation Report Simp Oil Florida Statewide Evaluation Report Stock No. Product Approval No Basis (2018) Stock No. Product Approval No. Basis (2018) C cid Z3 �- '� U A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2806 U ♦� ^^11 O O O O W O u- -� -0^1 O W (� W iG? � L U L U n� Li i` W Z Z Q J d SHEET N0, PA 1.0 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 HU218 FL10855.29 ESR-2549 HD2163 FL17232.3 ESR-3445 HU216-3 FLiD655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 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 HD28-2 FL17232.3 ESR•3445 HU28-2 FL10855.34 ESR-2549 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 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 MU412 FL10655.45 ESR-2549 O co HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HMCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 NT716 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS16 FL90456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10458:24 ESR-2613 PGT Series 5570 FL251.10 HT0 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf HTWM18 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10458.18 ESR-2613 Clopay Building Products Residential WindCode Doors Wo' (16X7) FL15279.102 +37.0/-41.0 psf HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2813 HUS210-2 FL17232.8 ESR-3445 HUS210.2 FL10655.92 ESR-2549 HUS212-2 FL17232.8 ESR-3445 HUS212.2 FL10655.93 ESR-2549 HUS26 FL17232.6 ESR-3445 HU526 FL10655.94 ESR-2549 HUS28 FL17232.8 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655,107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LU526-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR•2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL1f)867.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.16 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11498.3 ER•130 LTS206 FL17219.2 ER-0200 LTT206 FL11496.3 ER-130 LTTI31 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA LTW12 FL17244.8 ESR-3455 LT512 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL1147D:7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2806 M P34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.18 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2808 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2815 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA95 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR•3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS18 FL10458.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.58/18 FL10886.12 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 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 o the PAU88 FL17239.13 ESR-3449 GLTV3.516 FL10887.8 ESR-2815 PHDZA FL77219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 F110456.8 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236,2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 HS FL1p456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2813 RT7 FL17238.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 0 3PT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR•2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10458.45 ESR-2613 O SPTB FL17244.32 ESR-3455 SPH4 FL10458.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPHB FL10458.47 ESR-2813 0 SPTH6 FL17244.32 ESR-3455 SPHB FL10458.48 ESR-2613 SPTHS FL17244.32 ESR-3455 U24 FL10655.141 ESR•2549 O SUM24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.18 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-W5 HGUS414 FL11488.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 CO THD812 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 m THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.13 SIM200802 UPHD8 FL17219.5 ER•0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - LGUM26-2 FL11473.12 SIM200802 products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star -IMPACT) FL20461,9 +t37.0/-67.0psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.6 +6Z0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) pL2pggt,g +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0l-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225. t +67.0/-87.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Opaque Fiberglass Door FL17747.1 +65.0%65.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0l-6Z0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf W3 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 D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL1153Z1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0l-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 N/A PGT Series FL261.1 NIA 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 +70.0l-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA B. UNDERLAYMENTS Tamko 151b Felt Underlayment FLt2328.6 WA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL18918.4 N/A Florida Metal Products; Inc Vent RV10 FL21580.3 N/A E. ROOFING TILES Borel Tile Villa 900 FL7849.27 - FL7849.28 N/A Borst Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters &Glass Galvanized Steel Storm Panels FL17669.1 NIA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 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 b available e t inspector ort 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, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. l'waona lLpulatior, Florida Daparblavl d Buanom a Plotesaaia Fhalatbn FbIWa Deparhnard d Blailaw a Platawiaal Repl�ion Building CodN and Startderdi r.o„ BuOdetp Codes and BlaTia.rde Buildklp Cordes and 8tarldaTde rage, Fbri� Osparbnam d Business a Protaeeiale ReplAEtlar rtge, a: Prodaet Approval A ppBeatbn DataY ,aao,e Product Approve Application Detail ,aaote Product Approval Application Dehll ,reane Buiklnp Calla and Blanderds ,mrte Product App -10 > N U C —0 Q O 0 .� U .� '�^^ Co `V vJ ^^11 O O W Q O LL _ _ .� -� ^1O W L L -� C13 4� --/� .� VJ d e� CONO m ee� U Cn If -6--1 V ) 0 Q Cn L) U "0 O V V m LJJ Z z Q J SHEET N0, PA 1 A Fbride wpEircreM d BIgillaDa a Pro rCo complamoommameRnmemnewiftmo o ambikum Co Cmpmft USA OL A PmdmmkmjhmbKALMM PDA WA RepWom 4 SM CD M (U Cn Ca U N OL O 0 - U CU � � ' ; � -0 V O O - L O Q � O act C 0 LL ♦V O *- ,— �n `V - — �•/ E Cn L }P _ CoCn Q `U^ CA .� 7 O Q FWridm DepaMrOM of Business b PmfWMdoml Reg"MM Fur t d 4 Buldin0 Coda r1d Standararda tMmw P. 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