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HomeMy WebLinkAbout6637 Wagon Trail StLL WORK SNAt , >^--,.,;), y WITH PP- CODES FLO Li ,JILDI!,iC7 :;;r LVAILING NATION,,v- EL ,� • ��' AND 'rHE C(T � i= yRHILLS ORDINANCES REVIEW DATE S .�� CITY OF ZEa -- E1NI�n J — ---- �- TLL_ -- ----L .eT—_ - - — -� -- - - - -- -- _- OFF—] 0 7E] Elom Ll �� II FE71 � EI E D DIUI FE7 1 � ❑ E E:1 El.CJ I 1 EJE]F-1, E E ❑ ❑Comm. ---- - — r _ l E 11 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 SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCTAPPROVAL NUMBERS AB B R EV I AT I O N S PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner A/C 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 Control Joint Col. Column 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 WayN.T.S. Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Flr. Finished Floor F.G. ixed Glass Flr. Floor Fdn. Foundation Flr 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 Int. Interior KlWall Kneewall K.S. Knee SpaceSq. Lauri. 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 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 R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir 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 WIC Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof REVISIONS 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. 1791 Z M — o z Q J E3 W U) z CZ V) UI u, � W O u' E o 0 mr- U �M M W C f6 M C N 0 k _ U emu' 00 0 td 0o L�Ac to �v ma o A, N C B D C t , #" P�9 L f ­ L 6 O =19 M Z:� LL Ck 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 Z 0 c n 0 Fes- M Q "(0 Lr) a cn •� �- H�U� Q ^ U a00 a 3i E .., Z � W J � d' z Zaa f 0 z80 ZUJw, Z Z �Z � 2 X o�0g v w uJ O W ZZ >o J _ U, XZ Z Z -a Cc: a > '—� O o U UJ 'ou aU�0_QoQ to 0 � U U o O N Z<o< 6 a a a Q g Z Z N to cc aZZOi w J r•+ tii Q ZLn $ZCe 8 wl- ��Z dd' O Z 1Z z m rn 00 w = � 0 a Cn •--I d. (n f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. C S 0 O I 0 60 59'-4" 37'-8" 6-0" 2 V-5" 16'-3" 5'-0" A O S3 H.B. 35-SH \\\\ I I oZ o \ N rn— \ C) bN rU \ \ 30'-0" in CAFE\ \\ FAMILY ROOM VAULT. CLG. \\ VAULT. CLG. CARPET CARPET �m 7 PATIO \ � \\ T M \r ------------------------------------ ----- 0 I I I I 2:12ECEILING I I � „ I 9'-0" T-8" 2'-8" 4'-3" 1. 6'-10" 0 T-7" I 5'-0" 1 -78., G DRER VENT TH RU ROOF - - - 1= H1 11 (4) 2x4 #2 SYP STUDS W/ LISP G � = HTT4@ BASE S3 19 CN I N OWNS 'S SUIT 8'-0" FLAT dG. CARPET �+ 'v TYP @ 1 STORY I A I - S3 I fn = w LD Er O N w H.B. 00 00- N 1O(r 1 . 6a 2668 �� Q C; 3'-55" 8 _ ---KITCHEN rt -to - - _B-4„ FLAT-CLG.. E0 a PANTRYN CN TILE = w �p 8'-0" - RANGE - LAT CLG. � TILE 9 ra So 9 & 5-SH --- ----- O O 60" X 36" R &S SHOWER O --------------- - N 8'_334" _ T-8 ,W TILE - ------ -- 1 - - I I FOYER I 04 068 I � I Q n n II 11 - III c� `�sSQ 32868 T Inl¢ I 11 I I 8' 0 I FLAT CLG. - L _r OPT. D PT. o FIBERGLASS 1 SURROUND 6 33„ - - TB -BATH 8`-0"-FLAT CLG. TILE -- - _ oa 00 (D CARPET 9'-4" FLAT CLG. in,,4••HALL SURROUNDFIBERGLASS .neir7II ' 0... II .•� . IL CLG. !� TILE'T eTB •• 00 BEDROOM 2 00 CD ,It I 0" FLAT_ a IIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIICIIIIIIIIC]'�[�1111111111 30'-10" L T-10" EGRESS I 25-SH O Ell ENTRY 8'-0" FLAT CLG. HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" BEYOND WALL K 2-CAR GAR G E S3 8'-0" FLAT CLG. S3 2668 I _C6 8'-0" iN 4'-1" 1'-3" 0 11'-10" qT-011 BEDROOM 8'-0" FLAT CLG. CARPET 1 I ---------------- 4068 B.F. 9'-84" EDROOM 4 8'-0" FLAT CLG. CARPET li 8 ,N fn Cl)uj I �� A i uJ Cam) A 0 i0 rn r` HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38 184X371 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1/4 X 26 26 X 25 S.H. J 33 27 1/4 X 38 N/A S.H. } 34 27 j X 50 N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 X 25 } S. H. 33 54 X 38 j 52 X 37 S. H. 34 54 X 501 52 4 X 50 S. H. 35 54 X 63 52 4 X 62 S.H. 36 54 X 72 52 } X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A 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 112" 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 Iocated.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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 CD +28.3 / -36.4 DE +26.6 / -28.0 OF +26.6 / -32.2 r' SEE SIN SHEET OH SEE SN SHEET 140 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 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 UI z M 0 — � z�+z V^))' U' � w O L_U E c �Vi o0 mr-- U a9 M W ' E O U C) t0 M m 'D 0 r— N = t LL 00 fn n o C Y Q m LL- c �_ Q O Al1 N.e.. •�� pp• r �J P_ C • tea• � 'r� L• Z. sus• �,,.• LL m °p `�\\\�\ LU S 0 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 � � O > U M O M a�(0`r) a to •L d- Ln LL a -� Q d 00 Z WJo� l� 0z oc0 zaa <a w Q � d UZO0 a"..KU ZwwX Z Nz z •� � f J 0,0 O-F'S J — Uu8zN oVo zz ro f T� z z O _0 0 u7 3 LL. � > 1� o z (� U V / au ¢ o lM� V� ¢0¢ O U Ua' m a a a *k tV zaoa a �az3 s��� Z Z N CVLij woo w a w �wf� ago J Ln rl LLI Z o Q ¢ 8 Ln Q Z Z a,z �ji m g Z a o co = rn ,__q a to SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION No' 10 SHEET NO. 1.0 Fir q M 0 M MIRROR OWNER'S BATH KITCHEN ISLAND O M O CV 0 M BATH 2 KITCHEN O <'7 O N 0 N OPT. REF. KITCHEN INTERIOR ELEVATIONS, u7 i� Z M 0 (D — o Z Q J (D Q_ U) zCz to c� (D W C� o W 0 c *(_n F- E C%i ~ o 0 m� U W r_E M m c- t0 Cl) O o N U 1° ai Q rn 100 �o u� v rn g o .AI BID 1 � ,'t(`•GSYf\,irf� Q O ,roj rQ lW%,WT El ❑ 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 O Z fV Ocu r-, >��o M fQ Ln Q @3 U Ln q U a00 Q z E" W J� J z C Zaa f a I- wa�� UZ80 Z w w W Z Z ////)-pUp V U O § W �O-o 0wW Wl8 O�8rLwO W OZ ZZ T� U O Z V)3 c o Z U U-)ZO z �f o� J o X � U 0 N o<o Zwza �aa3 < �o£o Z N $ao a�oFz J rl 6i Q 7 Z u w¢H <�z o z &Z m O oo g U = J C) w rn .-a a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 2n0 SHEET NO. 2.0 (+1") 6" SMOOTH TEXTURED BAND T.O.M. - - HDR HGT. _ F1 O Zo co Z� 12 �•-----�1 5 o I II 12 �5 --------- -------------- T77r— — __ N Fl I El b F7 E711 El E] E7:1 FE] 24'-0" RIDGE VENT FRONT ELEVATION - B1 SCALE: „<.,, A. 112, �_ ---1- _�__• �_ � J L �c es. ' _ _ _ — 1_y -- - -- - - - -- _� - — - — -- - __ - -- - - -- - T . --. TOM -B"---------------------------------------------------- HDR HGT. -- -------------------------------------------------- ----- 2,_01f ol TEXTURED _ CEMENTICIOUS .U. FINISH ON C.M00 co (TYP.) io 25 SH 25 SH F. FL LEFT ELEVATION - B1. SCALE:IIE"=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 FOLLOIMNG 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 SO. 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) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of 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 u') 0 zcl J a z Cz Q) C- 4—' Lu f� p •V — O L" N 120 E o i� 0 U a� M m IJ 6i4S , C f6 n C N O �O y _ U� r 200 o@ o- o ¢ rn U, ai Q Ci A B 1 D. NC �.a. e X11 I i I I. VX tV N �p N CIJ�9 mt U O �y N L _ To the best � of the`E A ,s kno I rmation, and belief, the structural piarfr2i ns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� O (1) n ►>0 M Q 0 Lr) iZ (n •i �' N LL zz �'- U n.00) Q u � � z W �� J oZ Lu za z U Z 8 0 O Z W w C 60 Z �w03n W J � go LU U O 1� w z -0 of M 3 >Lu O U z Q� �Z a oLL ao= (y) 0 ^, z O U 00 N A I` cc: �!o Z W O� �<za Q �• auJ z N S90 J (V T ao!Z Q c za FZ8 V_ *k Ln O� z z m oo g = �o a z .-t a LO f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION No' 10 SHEET NO. 3.1 —L I Y 1 - I I I I I I I I I ' r I 1. 11 '! 11 1_ I r I 1 11 1 1 t 1 11 _ I _I I �111�'rl, . ,. C a 12 5� 12 5 - _T.O.M. , 1I-0" —— — — — — — — — — — — — — — — — — HDRHGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS - ' FINISH ON C.M.U. o0 00 (TYP.) 25 SH 25 SH 5068 SGD F.FL. ;.ate-r� — _._- >�"- �'�. .. -•j �a _ ._ice L� _ �� 1 6 .- r _ �= r - �� — 12 T.O.M. - -- - — - - bo HDR HGT. --- - 1'-011 F. FL. ---------------------------- 2'-6" TEXTURED 0EMENTICIOUS FINISH ON C.M.U. (TYP.) ----------------------------------------------- 35 SH TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) - 10 - - 21-011 r REAR ELEVATION - B1 RIGHT ELEVATION - B1_ General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. 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 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 z MIR_ o z�z a V) U � w 0 c C/i T e r- i� U O d� o LU E e iv oo g.;ati�€ 4 — U O M ITU C N O C:) p U� ' lL OMO NaC) -heV7 ¢ rn 2. Q 0 ¢ d B D N N y�-' •O. C> C1 �C', 01�-ri' ap; r `b� b1LJ ZE To the best of the E n d n e, 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 Z17�4 f\ 0 .cu O � M O M a U-) In a in•�� a ° LL z v CL 00 E �.s § W Ira Z J d' J W zd f z w Q it a Iz _0 �7U W W QKQ p�p z Z �OZW d f pJ 0� g Uo. ouO J w z O W Q {[yU�I �¢ � � n3 f z Co O Q z Q � Ne tG W CD M Wo85 URC82 N Z<RCC , t aa¢ Z wN N u E a J U-) Ijj Q 2: Z V~ZU z Ln O Z Z = z c000 O g = a9 ,--1 a cn f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO- 10 SHEET NO. 3.2 2 1„ 2" *NOTE: VARIES 1" RADIUS - ih N FOAM TO BE USED ONLY WHENRADIUS 1/2- 1/2" RADIUS REQUIRED BY COMMUNITY ^ =,N —a 3/4" RADIUS 1 r 5rr rmv N 00 - SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2- ZV BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES - - .0 'N 1" EDGE OF OPENING =VARIES q 22 r VARIES i1 T <V 1z' VARIES 1 1/2" RADIUS rN 4 34 a 4" 42' N - 2 1/2" RADIUS L r m �Ta - SIN U MIS � VARIES 12' SIN M 3z" 11 " 32" 1 rr 1 rr 14 rN �]rr ,rr ,rr 2 2 BASE T rr rr 1r_8" 4" 1 r_Orr ��a N I I 1z" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN m REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 d'N 1'-6" 1" 1'-4" 1" � DETAIL TO BE 2' 2" BUILT W/ STUCCO. EDGE OF OPENING -Lj2a" • j--} 0 1-1/2" THICK 1-1/2" THICK 10'r CV 10" <V Iv _ CO _ I I 4" 2 2" Orr 3rr 2rr 2rr N Cn rN 1-1/2" THICK I : 24' 7 - - 52 1 r_5rr 52" 00 NV174 54" 1 r�rr 3rr Y II{y1r1IIy r _N i+� o ?> a" 1" ,rr 12 1 VARIES VARIES 1 rr N w ^M VARIES VARIES 4r 8"- 1rr 3z - — --- �11 — _ N N. °0 - i - �1° �, ^ ,r 1rr 6" 4" CV N KEYSTONE F11 b OPTIONAL F11 OPTIONAL 00 `° Q�7 KT!El 3 a 3,r "2-2 r� 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1a" 1'-6a" 1a" 12' 14 2"• FOAM/ EPS MATERIAL IS ACCEPTED 54rr 1r_12r 54rr T-8" err N 1" Orr 3r_Orr Orr 10rr 1 -err 10rr r - -- N 60 to N '� -- - (V 19 1" - 9 00 o _- • MMr 1" Rro.. r 1,rr M � GENERAL NOTES: - o OAM v • POL COAT (HARDCOAT) • ACRYLIC SAND FINISH U z 0 z�z Q a C D cn A w_ r~ Ln O o v_ 4)� m M C N _ U `i- 00 C �n� Y Q Of u7 � Vv 0) Q Ci B D.�r� " C � N N CiySo�O Nz o F lL O � 1AZ�/W Jz Ali C/i N La IM Q ,; W <�� W z m Zyo y E g"5 111L m¢ M W a v¢ N ) J o OF O ❑❑ 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 z fV0 O two > M O M Q � 'C Ln a cn•��' H�LLLr, C)� U Q '—' 0000 Q C z W J � d' mi zaa f F w¢C� Jo�w oo�o Z w z a Jp Oa'IYiS u � O w Q o zz fz O n3 z a r O U _ w F—• LU o� < �' o M 0 �� LxLu r,4 gg0< Z N u �S aao� J LNfi ri W Q W 7 QQzo a LU F Q uu z �{ z a U) T 4 z a z 0 ` 6 J = � a V) f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. F1 I I I III I I I I I t- 1 _ 1 14111111-_ I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. INTERSYI BON TERMINATION NEC 14, 250.94 --/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. opper to lights & outlets tipper to 20 amp ckts copper to WH copper to Dryer 2 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 DUPLEX OUTLET ABOVE COUNTER w P WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH �3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;ry EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT GFI WP GFI DISC. 4 DPA \ \ 11 11 11 \ \ \ \ \ \\\\ FAMILY ROOM CAFE \ 12 PENDANT AS 1 ` PER SPECS r 6/ �— — ------------------------------------ \ ROUGH -IN FbR `\ 7-0" \ OPT. CLG. F�N/ LIGHT \ \ PRE -WIRE \ I IN, ' =E I C.M Fl M Ak I — /OYNER'S SUITE � G � ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE ra". W. I.C. — — ENTRY -- WP GFI !- 111SINK �.I�• ��, •. A w 111 •I• i O DEDICATED RECEPTACLE FOR MICROWAVE RANGE G HOOD PER SPECS ___ _ -! l __ -- / ROUGH-IN11FOR� OPT. CLG. IlAN/ LIGHT PRE}WIT BEDROOM 2 S. ��HALL (� IRRIGATION GFI @ 44" A.F.F. --� I IF------------ II 11 I II I I I i � i L_ YI -J I I 'GARAGE GARAGE I DOOR \ LIGHT AS I GFI \ PER SPEC GFI @err \ IL 2 CAR- ' A A65' J oQ QCL O Q ■ � U I W J GFI @ 44" A A.F.F. S.D I EDROOM 4 �12 I I �12 ROUGH -IN FOR ROUGH -IN FOR LIGHT PRE WIREB E D �OO M OPT. CLG. FAN/ \ LIGHT PRE -WIRE 3 VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLANT SCALE: %4'=1'-0" !P Z M O CO Z Q E3 C.L_ 0 ^^V)' � w w ~ E Cl) T[ ~ ) m � V C� 4M M E — c0i 1�0 O o 0 _ L LL 00 U� 0Co Q� I C 0 Q'M & MQ O CO 's � N N_ N_ CV O Y�z 9A ZW N1 8 �MN z o z _ °' _� W O O ILL rn N lL a� jaWa'�LL� Q z Z LLZ 2 W N Q M —' (=1 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. 0 Z 0 n > V) M a�-v�' Z HQ ^ V Q00 a Z Ev Z W �� d' �Z W0 Z d aCL W Q of cr VZOp ce zt"jz� Z� (� gJ Z �gJ z UW Z�© o z� A LL. Q 2:Z Z -a of Q CC ~ O V U0 �< fQ LU J W 0LLZ tD %.P! O Z [V Q -,!a Z, zWza Q g Z Z N u gooW a Wf J Lr) t-4 Lij diQ�o0Z Q� Z o Y Cr' Q W~Z Ln Z t � m OZ Q = JO a 9 O 00 _i ,-11 a U0 SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. 4.0 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 114. 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 T-0" 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. a Approved corrosion -resistant flashing shall be applied 0 :: ��Q shingle -fashion in a manner to prevent entry of water into the wall F771cavity or penetration of water to the building structural framing 04 components. Flashing shall be installed at the following locations. ' '�� • Exterior window/door openings. n ( • Intersection of chimneys or other masonry contructions with (� • I I I • Under and at the ends of mason wood or metal copings frame walls. masonry, and sills. t 1 1 I • Continuously above all projecting wood trim. ° 1 I 1 / I I • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections I' • At Built-in gutters. •5:12 SLOPE, 0111, o Attic Ventilation J 5:12 SL Attic Ventilation to be in compliance with the Florida Building Code 6th Edition 1T� 4'-0' ROOF VENT : ; I ' (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 ZONE-1 : : I (measured vertically) below the ridge or highest point of the space, with the I' balance of the required ventilation provided by eave or cornice vents. ' RIDGE **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** ATTIC SPACE :12 SLOPE (Values to be verified with Manufacturer Specifications) ' • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. •OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 2276 SQ FT 28'-0' RIDGE VENT • 4'-0' ROOF VENT • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. RIDGE I *" (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. I **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Q • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT • : • : :: : : • : 1 • : .r� Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed ............................ a .. :. 0 I O T I • • • • • • • • I U I a ti ID A ROOF PLAN_ SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS CD C ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1l150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) TotalU) Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of 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. 0 z� Q J Cn/i' CD � w � o W � ~ E o .� t��{[i 0 m I` U W U a� M C (° M O O ppp c c d 37'-8" 6'-0" T-18" 5'-2$" 6'-0' 2-4- 5'_2" 5'-1" 6'-4' T-O" TYP A L S3 H.B. I S3 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" ■ ■ ■. ■ ■ ■ N r INDICATES FILLED CELL w/ 3000 PROVIDE %2' x 9" v (2) #5 S IT o I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR 31/2" SLOPE `f co 10 STEPS AS REQUIRED BEAM W/ (1) #5 REBAR VERT I ABOVE SLAB TYP @ ALL in TOP OF CONC./ PAVER TO BE 4" I io BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" In PER FIELD CONDITIONS 0 0" I PLACES SHOWN HOOKED FTG. ( DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" — — I — — — I I r I CJ CJ — — — ........... — . ■ � ■ ■ ■ ■ ■ — r TYP I PROVIDE 1 Y" RECESS FOR SGD. REFER TO I HVAC CHASE • ; AHU 00 o L S3 MASON'S SLOPE FOR ,rn ( WIDTH L0 BASED ON LOCATION / I v "' 10 I I 3 1/2" I 32'-84" I I r� (2) #5 REBAR \ `�, 4'-88" VERTICALS w/ in FILLED CELL L_ I I 37'-52' 21'-24" 64„ T-8" T-8" I 2'-1" 31/2" 4'-0" I G SLOPE :: OPT. D I: I LO S3OP CJ I r—CJ CJ J f ��...........' --------ICHASETO [7 CJ I :I} o r===� ■: I KITCHEN ISLAN I ISLAND 1 : LOW WALLS o 2'-6"x2'-6'x1'-0' I I J •il I J , I. I I' S3 o DI W/ 345 E.W. CJ LL��W— -� _ G INK w/ DISP l K r co S3 2'-6" N II O S3 I I o . 23'-11" 2'-10" 4 14" I } I (2) #5 REBAR S3 I CJ CJ CJ ° K VERTICALS w/ in J j S3 FILLED CELL a } C? 60 Cv T ......................... I j-1 N I 11 0._01, L— p� ) co `o o 49 CJ CJ I CJ CJ 10 ih I I, / 3-1/2" MIN 2500 PSI CONC 0'-0" aP / I �b� I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ PSI CONC. SLAB FOR / ::::::: . ; ; : a (3000 : i 1 M HERNANDO COUNTY ONLY) 0 L-------+----- ---- ----I-- ---.--- ---------------- ■.................. .. .......................... .... �.�. : .......:_ -:.._......-'.■............ ........................................ H.B. A T-O" S3 T-2" 5-2" 6'-0" 6'-0" T-10" L 4'-0" L T-10" L 4'-8" L 4'-8" L T-8" L T-4" c FOUNDATION PLAN 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 wz w � CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" .• • �;- #5 CONT REINF. SEE .�: ' ; :.•" '�_ FND. FOR QUANTITY #5 X 25" X 25" CORNER �'• BAR ONE FOR EA. ' ' '� HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" 13 (-D �2 z M 0 CD z Q CL- U) z U c, � w M Q O1U E (/i ~ o 0 mr-- U M Cl) ~ c co M O o cV ej fNA Uqi L LL 00 co 0 (6 Sao uo v Q rn rn ¢ o B D. �II,IIIII�� �•• {{{{��� J 04 Ca L ,Z To the best of the' "R�er's kno ledge, i ((� ation, and belief, the structural plat(>f�[#Spg���3 contained within these drawings compl4+wkkhht 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. i O ON Z O a� u>-I (n M O M Q U) a • �- n uNi Q � LL � Cy-U CL ri Q � � Z W J� z Lu za f< z .<Wm gogo zwW� Issz�z J CL RsW Z o w0ko °� L)i 0 0 O zz z Q ,� z = O O U C5 O O Lu� 0u fC 0 Q u ..0, N Sor < a -FLU Z N u�a WOW J Ln rl LU Uj j z �- Q z a l- =, $ O Z z ao g = ¢ z SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEEP NO. 6.0 Ink 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 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.12610&1-1/2" HTT5 3225 5/8"ANCH.I(2810dxl-1/2 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 37855/8"ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1 1000 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 4 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1030 12 - 10d 645 555 1 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS 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 (++) (8) (B) (» ) (A) (+ 1 OR 2 PLY CARRIER 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 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS F11 OR PLY LEDRIGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NO I E: 5EE SHEE I D-1 FUR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" I u2 Z M _ o � Z Z Q U, Z V) N w 0 w r E U m t• N Ni rn Cl) E 8 f9 Cl) O O idc k - Z U t ILL 00 co � 8 Q Al I B D. oAf!y.. s ii C i- cc *C'*¢ N 0 To the best of the Eng 6�5 ,k.nowlee�Ydg''e''L(( 11pp ion, and belief, the structural q��jFbA contained plans within these drawings comply wrt Ne 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 NO O n 1-­11 !_' O f>-IMp M Q Lr) z LL a oC U p• 00 Q E u z § Z W LU� J W� za f F- Z �aa vzO0 p Q J zwwlY �ozz O�08 Z uj �O T <Jz z Z O > T�I O a U U) J f >� 00 M LL ¢to x0 Q 40 O 0 a M tV ` oww Z N wa�o aINO�Z J ri LLI Q di z z $"2< W~~ d9— Ln Z Z CY L� N Z co LLl = � o a z Lu to SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION No' 10 SHEET NO. 7.0 I I I L1'I WP1! I I 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 5-1/2" 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 veritcel (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 F� = o'i•o 0 0 0 0 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �. AO © © O O O O .� '• O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-OB/1T 8F16-1B/1T 8F20-0B/1T 8F44 1 B/1 T 81740 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T FORM do GROUT SOLID 'v _ CV Q O .WJ �U O #5 BAR CONY. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/1 T F- a 00 tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cTi'�precasTiintels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR AT TOP ALTERNATE POWERS MIN. (1) REO'D STEEL LINTEL CLEAR 0 e a .M.U. #5 REBAR AT TOP 44 e MIN. (1) REQ'D ° 4 1-1/2" CLEAR a„ a e e 4 < GROUT J a L C.M.U. e 5 REBAR AT = r~n w 4 - a O BOTTOM OF iL m Fw- LOU o LINTEL CAVITY 10 x w 1 -BOTTOM O X d O Z REINFORCING PROVIDED IN LINTEL ¢ C7 20 ^ O LL O w ,n W% D L4�," #5REBAR AT B( 7-518"ACTUAL 'NOMINAL WIDTH i r' INDICATED (VARIES) rn m aAS LINTEL MINIMUM DEPTHS ARE GALLED 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 5'-10" LL 6-6" LL OF O 4'-6" LL 4'-6" LL O MIN. 17'-4" LL 5'-10" LL LINTEL PLAN SCALE: %4'=1'-0" 0 0!�2 Z ch 0 Z Q J cn w •V — O w F- c � 0 m U M oa m w E 8 c cc M O o co U L.L c00 o o @ 1:2f < A 1 N GB D C -. O !p/M N ',1 7[- • t11 LLJ ym �� 1 UM°' C-1 a o' ?u. S r 1Y . �A M J. ®Pt I SS',C ' 2eQ t 1, To the best of the Engineer's kn I fo motion, 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 0 Z fV O r� 1,0 t 4 C) M Q� 0L17 a cn •� d- U_ Z F- Q � U CL 00 a E� Z W J � MJ OZ jR Z a f< w<WM zoo ZuJwa: Z Z p,p W 0o:88 gLu `• }o fz Z D L J o O U w LuLu Lu �F0 o f o'Q Z U-N ° N _J Zoo lt az3 < N � o Z f-4 J LLI r5a-� MO Y a L Z Z Ln Z U z o Qo J = a OM z Lu Ln SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO- 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: 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 I OR CATEGORY II 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 t 2 INCHES (914 t 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 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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 51TMS 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 61fMS 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 ed. (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 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOPCHORD: 7PSF 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 HALL FOLLOWS: #5 BAR 25" #4 BAR 20" #3 BAR 20". S CE S BE AS 0 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 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 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) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1 U.N.O. 4 . 4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 0 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 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 sigqn which identifies the termite treatment provider and need for re -inspection a, treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall not be installed whin 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. FRC 1be 18.1.5 n rete overpour Ind mortar along the foundation perimeter must remov �ie ore exterior sotreatment. 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 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. _ur)® Z co - O Z N z QQ Q a z V^)' (D '�W W m C21 0 W I-v C E Cn o 0 C) W N F+N ~ <: N M CM C1> 12 C N O O p U � taw 0 C Q 0 o v rn o B Do N C B D C Ji tag C, N G �'v '• inin ni M U1,k .. Z rn = a •� J 1 e a 41.� C s � r` C' To the best of the dgiTer's no ledge, in ion, and belief, the structural Iagi iliAkits ontained within these drawings comp2017 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 [V 0 a� n -4 p M Q j ry � d- a (AZ in 0 < " LL a .-. 0� U a00 a E �- WJ Z C:) �z cc Za fF w¢�� oo8o z Lu Z z z CtE8 VJ U 04 � © w I- >o f z 1""� Z 0 -a 0 � i T� Z 0 v F--- U L 'o� V,R0Z F- uP�m C/) g�a < N �Xo Z w Ln wp�2 a�WE8 J T--4 Uj E 8 n U z Q Ln Z Z Z m o g = aZ T SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 10 SHEET NO. SN II I I "I pI '1I1 1141/rl. „r'TIII .I I -_ I -_ I I _ III _ I'1m1 _I —I 1 CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE w 15132" CDX Co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + /,+ + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 112" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 518" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL STD. 90° HOOK BOND BEAM rn w Cr Q STD. 90° CONT. #5 CONT. #5 I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN, PLYWOOD FLOOR SEE PLAN FOR REQ'D —SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW TJI TO BLOCKING/TJI \\`'—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH ISolid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. )Small, gap 2" min. Filler blocking 1/8" gap i 2" max. 4" max. —Web Stiffener Fastener Schedule — - i Joist Bearii Location - Series Doh End Intermediate ®i 9-1/2 2-8d 2-8d BCI5000s L11-7/8 2-8d 3-8d ! 14" 2-1 5-� Clinch nails -t i i ® 9-1/2 2-8d 2-8d when BCI 6000s 111-7/8 2-8d �- 3-8d possible BCI 6500s®" 14" 2-8d 5-8d - 1) Support back of web during nailing to prevent damage to 16" 2-8d 6-8d - — - --' 11-7/8 2-8d 3-8d �� web -flange connection. g R 1 BCI 60s0 14" 1 2-8d- 5-8d 2) Block solid between joists for full length of span. Tight fit - 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. --- — -7/ � i I 111 7/8 1_ 3-16d � 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2„ - 4 min. BCI 90s® 14' 516d 5-16d required when indicated or max. 16" 6 16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite — - - OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. @ y -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 require additional wall or beam below.* 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 H C G O O O 5'-0" Q - a STUB -OUT FOR 1'-O"LO o ° GAS METER O o • 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'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS =TOEN CONNECTIONSDESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) g 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.* IL Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6r� A 1 Z" ROUND HOLE MAY 6„ 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Uz" 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. %" 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. N.T.S Joist hanger U, M 5/81 THE BOL R TRUSS 'OP PLATE I.0 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.) trl I —III—I I Nail with 10-10d nails. — Install tight to top flange. a . SLEEVE THRU STEM SEE PLAN FOR—""°• • . • • FOUNDATION INFO a C - STEM FOUNDATION GRADE Filler block. REINF. SEE PLAN \ Nail with 10-10d nails. a Backer block required where top Ern mount hanger load exceeds 250 lbs. a Install tight to top flange. 1/4"-2" gap — Backer Block �f '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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ^I� �1 °I✓� 0.6XJoist -r/ depth I -JOISTS BUCKETS N.T.S. t-vt, t nmor- 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION a d d L a a �t • aa. Q ` c0 Z • o . d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ea. .. d °f ea G a . �eA A d \ Q a SEE FND. PLN. SIZE & REINF. In (DV zo z�z a z Cz V) CD U, w fa o 0 Iti E 0 U W .iy. E �r C aM M C� W M � C N Q O Q U S0 f0 o a Q rn 9< Nf , ,�;� !ltlEttll � `- � -••• • ••. a LU �� m LU 0 To the best o En ��r &knowl dc(�g rma( , and belief, the struct�,,PpIan Y�'rS4�is ons�S ned within these drawirfg4'o9� ply with the 0 Tdbrida Building Code - Residentili 610i 1 �i}t l�gtneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O O Z tV O a) 4 +J O LIr) V)In00 M Q U-) Lf) a tn•L�r z <C LL Ln >- � M U fl.00 Q%-.0 E � Z � WJ 0 0 zaa Wz a UZ80 Z�Z�Z z z �0-. ' ^ vJ u, N 8 � 0 o LLJ F— } Z f z z -0 Q1 ZO :D J �---I X O U U ZD H W f o� O J r.,odc05 yy Cf) J Q � o�wcc z z J N UJ3 0 Cr � Q �¢a "'~~ In Q Z z a w Z 0 � � _ ¢Z rn ,-41 0- cn f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 10 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. -I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. �, ' 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ ° n " „ SP SPT22 CONNECTOR / " xO.C. W/ @ @ 6" MAX FROM END OF 2 x PLATE E "' 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) 2) #5 CONT. ON 3" (6 x 6 W1.4 x W1.4 Q CHAIRS TYP.T: ( ) `'' Cl)`'' ELEV. 0'-0" ALT: 16" PL "TITEN HD 24" 2x P.T. BOTTOM PLATE ( °� 1 " TITEN " (@ 24 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH O.C. OR 5/8"x10' WEDGE ANCHOR 5/8" 0 8 x10' WEDGE ANCHOR G PITCH >4:12 ° A.F.F. �� x 6 W1.4 x W1.4 @ 24 O.C.) 2 24oO.0 6 x 6 W1.4 x W1.4 @ ) 2 , ° (2) LAYERS TYPE I OR TYPE II ° ° ° ° E WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. o' - - I -I I 1 °' ° I I - � 9 I- I III o I I III II ° ° O z ° a ° ° ° ° a ELEV.4-3 1/2" ° a ° ° ° ° ° a o 31/2" MIN, ° 3 1/2"MIN. ° ° ° A.F.F. O REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. I L I I I ''°I -wil' I II ° ° ° ° ° ° 2x4 CONT. a ° g ° ° ° Q ° ° N - = o ° ° T1 ( ) " T ° • H I �I I I- 1/2"(min 4 I=11��I1- o °I �1 r 1/2"(min.)- 4" ;0 - - ° • L!! I�ll1- 12 HURRICANE ANCHOR @EACH II _ -1 I-II-�-I� II I I° a °° ° ° ° a - 31/2"(min.) - 4" I� _ 1 ��1= - 31/2"(min.) - 4" =1 10I 1 (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS 8 �{[ I GARAGE DEPTH VARIES ° ° 1 16 ° ° ° ° - I T-TI- I i I- I -I I� ' I MOISTURE BARRIER TYPICAL INTERIOR BEARING a (2) #5 CONT -rl '�`'��(�f _'� 4 1 4 8 (2) #5 CONT. 4" j'-0�'T� " ' `-g' INSUL ION LE SHINGLE ROOFU.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc`��TYPICAL MIN. BEARING WALL @ STEP "CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB _ INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE SEc BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C .N.O. ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. \ GON��N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 16" 0/C THIRD POINTS @ _/ `� FOR WALL HGT. < " ( ) NOTE: 8-6 ' 2 7 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. �° CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"` EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) ( IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 3500#, MIN. TENSION 2600# SPACE ANCHOR ) E *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24' MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 c.l 2x P.T. PLATE WEEP SCREED INSTALLED - BAR I- END OF 2" x PLATE WWF OR FIBERMESH f , ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED ' ` GRADE � PER MANUF. �, " ° ' z o #3 OR #4 REINFORCING BAR 0 #3 & #4 LAP SPLICE GRADE 40 MIN. M , -A m ° .(1) #5 VERT. IN FILL MONO OR STEMWALL ? FINISH GRADE so c7 p p • 740ks'it, [GRADE 60 MIN. 25" MIN. LAP [30"MIN. LAP] CL iTll= I -I . o--LTf=1 I17=�Li 4 I I I � I � � I L� T 1/2" GYPSUM WALLBOARD_ ° - - g i • CELLS (SEE U.N.O. FOOTING MONO SHOWN o - D ° O0 (I �- - L"-) 11=I - ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY D _ p ° o=I (= 1=III=1 = =i _ 6 MIL VAPOR BARRIERI� I I ? ; ° I -I i� Lam- I �, z I I I- #5 REINFORCING BAR R 1 7/8" `� I- 1x4 P.T. BASE NAILER ° III=III=III=III=III-1 I- z - - o r 1 I - -"' I #5 LAP SPLICE 5 - - -_ -_ (2) # CONT 4"x4" INSPECTION 31/4 BASEBOARD PORT AT EACH FILLED CELL TYPICAL ° - - - - - III III I I I-1 I M NOTE: g I =III-III-III=III=III- N FOR BEARING WALL =III=III= =III= =1 • _ COMP. SOIL. (COMPACTED TO 1 _ ° ° l� I ! =1- I T' 36" MIN. LAP [36" MIN. LAP] ONHAIR T CHAIRS 8" 1' 4" 8" (TYP.) MIN. 2500 PSI CONC. SLAB -1 -_ 11 -_ -_ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ i- I o 95 /o MODIFIED PROCTOR ASTM I -I I= - I I I I, I 10^ co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) __ _ _ _ _ _ _ _ -_ III-III=III-I 11=1 I I=1 11HI 11=1 I=111=111=I 11=I I I=1 I I=I 11'-111 1 =I 11=11 I=I I I=1 I I=1 11=I I I=1 I I=I I I=1 I I=I I I=I 11=1 I =I I I --I I F1 D1557) I,1T�� r I; 11-'r 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-11 i=1 1= = = =III= 11=� I I -III- I I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE .-III= - -1-1 1- - - CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE „_ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 "_ �_ �. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 "= '_ " SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. ' Z i\ ° > = r, v L I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) LAN S.G.D. (U.N.0.) WWF OR FIBERMESH N 6 MIL VAPOR > - z_ ;- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR ROOFS r- co BARRIER D _ • " v GRADE ° AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO - 4 . _ T COMP. SOIL. A O0 - -_-_- - - TOP OF BEAM &LAYOUT DESIGN - (COMPACTED TO 95% - I _ _ _ -1 #5 REBAR w//OPT. - - - () SEE ROOF PLAN - ° I m- 80 ° : a ° ° MODIFIED PROCTOR ASTM D1557 �LI I f I rS��tE� ENCLOSURE I T- FOR STRUCTURAL :' _ _- „I I , � I 4' I �� (2) #5 REBAR CONT. 3 MIN. CLR. I I IT' �� r 4 r �i4ATe. BEAM SIZE & t.' . CONNECTION INFO fV ' 8 1 1 STD. 90 HOOK SEE 3" CHAIRS TYP, 4" 1'�l" { MIN. I (' UDETAIL) U.N.O.N O.S.B. I 2x4 #2 SYP P.T. FRAMING w/SEE I ~ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN MIN CH O.S.B. SHEATHING ATTACHED PER NAILING 8 FOR REINF.SINFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 LOCATIONZ SCHEDULE OPTION #1 w 1/2" GYP. BD. > > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2„ HOLD GYP. BD. W rM 1/2" FROM SLAB 0 CONT. BEAD SEALANT o w SEE FLOOR PLAN FOR SLAB STEP & RECESS S.G.D. OPT: DEPRESS SLAB 5 Y" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a • INTERIOR 2X STUDS @ 24" O.C. U.N.O. &BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT � ° -3 1/2" �_ SECURE 2x4 P.T. BTM. PLATE 14" O.H.D. RECESS z 13" O.H.D. RECESS _ GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS Cl) EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD ° STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. �' _ • _ '�'' "''•� ` "' .'...�.`II- -r�= �_ I d I- • r PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120# E SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN M 00 GRADE :.• ��II1�I : 6p CONCRETE LAB _ w/ MIN. (2) #5 VERTICALS LU =1 = ° =III=III=III=1 6 x 6 W1.4 x W1.4 z 1 I ° °. ': •, :%` 111- .� -I-1(- LL- ( ' •' • < :� ��_ I -I I •y LIT ° T WWF OR FIBERMESH r °° E _ ° FILLED SOLID W O W '" =III -I -III=III=III= I W 1-i 11 1=1-III Z _�- T II .•:"-1� T (I ...' '� _ _ 'r11 I- ° N ' �I=III- BRICK PAVERS or SLAB PER cLu n O o = U -III- • • °• _ z a ° SEE A/S3 OR J/S6 ITT SEE A/S3 OR J/S6 - I i - _ - ° 0'-0" FIN. FLR. COMMUNITY SPECS LL CO = °- 6 MIL VAPOR - = i'r _ - - - - - -- --1 =1 =1 = I_�- - - - _ _ a = = = =1 =1 =III= I I=-Uj _ FOR REINF. INFO. I 1 113"MIN. CLEARANCE FOR REINF. INFO. I I I 3"MIN. CLEARANCE BARRIER - - III =III=III=1 =1 =1 I=1 =1 1 -1I=1 -I -III=1 l _III=1=III=III=III=III '-III 'REINFORCEMENT-) III-III=1 = =III III=1 - - FOOTING 0 -III-1I I-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -I III III I I I=� �.: ti -.r.: �;.:; 1=1 i 1=1 � 1- PAD 3" MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • A. -4 SEE FOUNDATION (SEE FOOTING WIDTH ..� • • . ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED 7-17 COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 34"=,-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z M - o a a 0 C a--+ w �_ p •C3 - 0 W o0 �N U W ~ - c4 M ch C t0 fM �o v 04 O o c, _ U �U-00 l� Y ti �� Q M �g� Q o A 1 "`"n.` e6slllsll) N in "Z `' ' Q ` "•"i !`� C� 1' • Cl- W `. p,gtd- b =t T R01 a , •' • ✓'•'s 4 . .....' `�'' To the best of n ejjtt��g rm , and belief, the structura�9l�ans �n =0;i1.ns �ined within these drawin s 41111 with t¢� ®�� nda Building Code - ResidentiaP 6fil WIIii'Arigineer'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�1� > (n M O M a ui•L�' "LLB H Q U Q Z W ct" zaa fa J valox ax oQ�o QZWz<Y II.- �E z LU 0fw 0 J 01 "��o J Q Zo az xZ Z Z > ,--� O z UU _ (A Q a � RZo W C)0 Z:) X86 U2m� 20 N A II..L a Z W 2 J Q N � Z N Lr) �afPog ¢c 0� J di �Zo Z Z LLn Z = a 0 g z r1lO ,--'i a V SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. S3 (MONO) i 12 �\TMP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT, BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TOEEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID C�POINT EVERY OTHER STTUD W/ (3) Od NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5!8" x 10" "J" BOLT @ 24" O!C MAX W/ 8" EMBEDMENT 8 X8 X16 K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3"DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a $ 4 a 8STD. 9(fHOOK J8, LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 1/2"X9 1/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE a r W 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. 4 a e e POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL _\ El ❑ FF (t DOOR OPENING DOOR OPENING EXTERIOR J ❑ ❑ F111 WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a WALL d 4 DOOR STOP w U d Q MOLDING ? a 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 SCALE: N.T.S. S4 SFFp� Nov 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x �\ CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR t� GREATER HEADER 1 (2) 2x HEADER SEE PLAN `S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FN/NQ, WALLS NOTED WITHOUT UPLIf P.T. BOT. PLATE WALL HEADER DETAIL K�Q SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d da d L P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i-CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -' - USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS �/ UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w! (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED G . ' 1 od @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (A16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS USP Uar, or 14 SPT24 ar ar 14 SP SPT22 USP SPT4 10c ST in J_I M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 a Q d 2X8 P.T. BOTTOM P TE C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING USP_ SPT22 SP SPT4 SCALE: N.T.S. 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. %X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SPT4 L ROOF TRUSS ABOVE /- 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. C MASONRY WALL d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. o L PLYWOOD oo E SHEATHING r-PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" oS4 O/C BOUNDARIES 6" O/C EDGES leo & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM -' PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. U V z M —o z� o_ z Cz cn c� Q w � o 'U — 0 c E C/i U o 0 mm Cn w EE O m r 2fp M N O Cl) O O p8 V 0 Q O u, Q CD ¢ Ci A B 1 D. S ir,�p� ' Na\ \� N M � f W ./ �4dy�iai• F 2� rJf�•?4rrS1�v� \� To the best of the En i nowled��Q��((�� ation, and belief, the structural plans ��}�'i$tlbhs contained within these drawings comply withh 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 O Z O a) n r-4 C) M aU-) M`" a •L el- cn a U 0- z F- . M ce U a 0 Q z Z WJ C:) d- J ffi za a w¢a� OzUO PO cc it Z O Z a zz vRo9 'O�E8 U O O Z Z Z > U O Z 'o Qi z > rl O U V^ I �a w f 0 0 M J 0 Q X W Pww N w Z a uaa3 Z fV Wu Z J L0 < w Z �aa I— <,Z k Lh Z �j R' z m O 00 Q J W = L a z g 17-11 SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 2mO SHEET NO. S4 SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER ��7 @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE BLOCKING FOR OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL - ROWS OF 45' 1 24" MAX. TOP CORD BLOCKING 45°t 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 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT ° "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @LEAST 90% OF 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48 O.C. EACH JOINT W/ 3 10d () MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH &NOTCH @ USP SPT4 @ EA. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) 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 USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — -� ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & W. W10dX3" THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4'7 ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" 0/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4-4- MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM 0/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 TAPCONS. SECTION r2 STRAP MISSED VERTICAL SECTION SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J N SEE STRUCTURAL- ON SHEET S5 FOR T NOTES AND NAILING X-BRACING, AND TOP r 14 SCHEDULE FOR SP HGAM10 W/ (4) CHORD BLOCKING `° °° SHEATHING DETAIL INFORMATION 4"xl-3/4" WEDGE --ill OLTS & (4) SDS 1/4" 1t •. 2"x4"CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 J NAILS @ EA. END '- TRUSS SPANS ATTACHED W/ 2 2x4 PANEL BLOCKING -16d • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS OR TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/C W/ 2 -16d 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 LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S'J 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS 10dx3" O/C @ 2x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I-- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 7" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL IS5 SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. (IS5 20'-0" MAX 20'-0" MAX B 2x4 OUTLOOKER ACKNAIL W/ (2) 8d @ 6"O/C 2 x 4 BLOCKING W/(2)10d "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 16d NAILS @ 24 O/C WOOD TRUSSES TOE NAILS @ EACH END @ d TOP CORD 24" O/C (TYP) w X BLOCKING FOR USP RT16 OR FIRST FOUR ROWS v g EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF o o SHEATHING TYP. `r "L" BRACE TO EXTEND < q AT LEAST 90% OF WEB LENGTH (SEE TABLE) Q z o GABLE TRUSS z o w v 1/2" CDX PLYWOOD OR 7/16" a m o (2) 16d NAILS OSB SHEATHING ATTACHED BRACING W/(3)10d x 3" @ _ W/ 10d NAILS @ 6" O.C. EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" o JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER r SEE PLAN FOR 1/2" SCREWS BOND BEAM `a CONNECTION MASONRY WALL w 2x4 "T" ON TOP OF PANEL) IL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION (`9 SCALE: N.T.S. SS 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) _v 1. u­ I—- VJr 1 IVr W k I 1 r.] - GABLE END BRACING DETAIL SCALE:3/4"=V-9' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'4" T-0" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. a@ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT aQ 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 1063" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 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) IT" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L S5 AS PER BCSI 1-13 SCALE: N.T.S. S5 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 zCD — o z�z Q a (z) 0 � w 0 w E ZD O O �m U dc"I cm LU ~ ofo — U f6 M C N Q O p LL of6 Wg7 Q rn 0% ¢ o Al I BID. " vc C} i' v c ; d viLkt E Z o � La- i� O ' c4u c: Nl Al. o m �Oc;S10�: • To the best oft Enginee ormation, 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 O Z fV 0 2 r, >(nMc) M Q ul) 'gyp Lr) •L a U,Ln Q U_ I— p- oC V Q a E00 z W to d" J jZ R W� za f< ul < N ,� 0 ow z W LOU o��S � co @ z� >o a O _� a � w � >_ o O U 'z Lu x Z_ C Lu o� ado o J LL. X 0 cr- o Qa LJL Q Z Z N Ln boo J rl LU LLJ F LL $ z Z 9Qg o Z U �z m O 00uj LUz rn ,-i a cn z SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR TYP, ` (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"� TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90° HOOK (TYP.) STD. 90A ` �f @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4' FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER*,�T TO SHT. SDW2-K1 FOR (BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1CONN. DETAILS ` JOIST TYPICAL FOR CONN. DETAILS �/ FOR CONN. DETAILS 10d @ 12 O.C. 1 X 4 FURRING j 2X8 P.T. WITH 3/16"0 X 3" +2 NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4 SDS LONG TAPCONS ' 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D .. STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL f5^ NOTCH WEB AT E FIRST 2 COURSES ' ` BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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 W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT f tr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS 1n USP RT16M W/ (8) NA11 NAILS & (6) $ x 2j" BLOCK HEADER TAPCONS 4 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 11" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (2) WEDGE BOLTS [ (1) STRAP = 1225 X 1TRAP 2 x 8 45A DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION S P (2) SS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. BUILT UP PLWD. BUCK ARCH PANEL FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' SCRIBE (NOTCH) FACE OF W/ (3)10d NAILS OVERHAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 A A. ENDRCH E RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REM 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X0 (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNGT N PLYWOOD SHEATHING �- 1 011 5I- 011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° 1/4" MAX 2,-0" 8" TRUSS + SOFFIT ° , .� . . . >• ' • . . > . p . a.. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ° p 1.0" ° d ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . ® > • . ° °b IN TOP CD 1 X 4 FURRING EACH TRUSS _ a �t .' ' KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) , CONNECTOR °�• MONO FOOTING •a ° x SIZE AND REINF. PER PLAN °' . VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS - BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .> A. DIRT ? TO BE INSTALLED BUILT UP PLWD. BUCK - 4-0 PLAN MAX SEE PRECAST LINTEL ° a'. Q ffTANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL , ,. •. ,. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • �� • ' • - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. , %•• • •- •• • � •- •• � • •- , • •- •• Nk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION a@ ENTRY L SECTION @a ROOF EXTENSION (� STEMWALL FOOTING SIZE AND B-gMONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3' THREAD ROD EPDXIED W/ SIMPSON SET EPDXY MIN. �. } Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER gt0 5" EMBEDMENT & 3"MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP \ � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; oP. LU a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p' e —�—� _ U_ g * PRESS PANEL REINFORCING INTO PLACE. I I r' v Z #5X6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o n I EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ( c¢i) in FILLED CELL SMOOTH. DO NO FURROW. ° o ° N DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE n - r SET BAR IN EPDXY:, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r n \ \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t. #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 C 16"MIN. COVER EA. WAY A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE 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" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z M — t z CQ z � z V) (D Q) cr.) 4—' w � o 0 LU V) C e o0 mn C� 8 ■. N M ' M C O o0 0 ao ¢ 0 to L A , dr.anc cc $Wc2 VA �oY w Q LLZ` •' C,I W r�+• �JJ�s/ ijylli ltqtee o 0 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 Z O a� �>O M Q '(0 Lr) Q a) Ln LL ca. �- cy- U 0. 00 Q � E Z WJ C:) oZ �o zaa Wa-� c�ZO0Ir Z W w t�ul ZZ LU LU 0 Sw e Lu Z Z u Z -a uq 0 O U Y) C/) Q J Q Lu o'er Zo a�r- 0 t/�i J tD C I- W X 86 .282 N PO W�8 Z Z N $o�� Z Nuj ��g W J L0 = I-¢o Q Z <ao a�Z k Ln Z �vS ca 0 00 � = a z r, r-I 0- (n SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 10 SHEET NO. �� __ III it 'l l 1 1 I LI I 1 I 1 11 1 -1. !. 1 *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE ROOF PROVIDE 2X4 MIN. BLOCKING AT SEE SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN PLAN TRUSSES W/ (2) 12D NAILS EACH BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING /� 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) SECT. A -A PLATE TOP @ TRUSS FRAME OUT TO ° BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING ° TOP CHORD WHEN REQ'D (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 MAX 24" USSES SPAN (EITHER HIP WALL ALT: (2) USP MSTAM36 STRAPS CENTERED AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- A RADIUS NAIL OVER X-BRACE AS SHOWN - AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL r4 KNEEWALL ENTRY FRONT WALL K6 SCALE: 1/2" = V-0" SCALE: 1/2"=1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB USP LSTA18 CENTERED @ USP HD4101F BUCKET SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & BEAMS TOGETHER MORE INFO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER •k COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL 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 EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" REQ'D ONLY WHEN OPTION A INDICATED ONSCHEDULE/PLANM COLUMN SIZE & BASE OPTION B CONNECTION INFO OPTION C EA. STUD. TOENAIL EA. TRUSS TO NAILER wl3-10d ROOF AND EXTERIOR O.C. MAXIMUM. 2x4 SPF 2 SHEATHING ATTACHED 7—PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M . TO POST ATTACHMENTKA SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4„_ -1,- 0 „ ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM, SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. F CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A = DIAGONAL 2x8 #2 SPF RIDGE BEAM— ME 31, AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 • TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ Z-0"O.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 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 E T & B CHORD STEEL OR WOOD BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITOH PLAN �' INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE A -A ALTERNATE BLOCKING CORNER NAILS EACH DEAC E OFG.T. SEE 2/D2 FOR BLOCKING INFO) SEE FOUNDATION (4) DETAIL @ INTERIOR BEARING - M �� PLAN FOR MORE INFO MASONRY AL) WALL 4 3 J SCALE: 1/2"=V-0" COMMON BM. ATTACHMENT 18 WOOD TRUSS p` PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF g SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1 /2"=1'-0" OL VARIES ROOF SHEATHING SEE 1/S5 FOR 2x STUDS @ 16" O.C. W/ USP SPT22 @ SEE PLAN FOR ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ � 16" O.C. W/ (4) 12d fit_L COMMON TRUSSES. " EXTERIOR SHEATHING ATTACHED PER OUTLOOKER INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) STRUCTURAL SHEATHING TOENAILS TO TOP —�— —t^'- SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 i� FOR CONNECTION TO TRUSS 2x4 STUDS W! USP NAILING SCHEDULE SPT22 @BASE SEE � � 12d TOENAILS EACH END BETWEEN TRUSSES 2 � ( ( ) 12d NAILS TO EACH NAILS SPF TOP INFORMATION. J/S6 FOR MORE GABL ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. LOW ROOF/WALL VERTICAL STUD) SCHEDULE - v � TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 7 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ %� NAILS @ 16" O.C. ALONG W/ 04) VARIES ROOFS SLOPE FOR WALL LOCATION � USP LSTA30 OR 1/2 PLYWOOD L _ USP MTW12 TO BLOCKING WOOD WALL SDS MIN. 2x4 #2 SPF STUDS MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING - / BELOW @ 16" O.C. �� OR TRUSS. 2X4 CONT. W/ (2) �--- @ TYP TOP &BOTTOM SEE PLAN 16d COMMONS NAILS EACH � 16" O.C. W/ EXTERIOR SHEATHING ATTACHED i � =��Z��_•�� x STUD TYP. T&B PER NAILING SCHEDULE & p 12d TOENAILS TO �.. MASONRY WALL BELOW: USP / PLYWOOD TRUSS OR ROOF SYSTEM (3) SEE PLAN FOR PLATE BELOW TOP OF WALL — --i MASONRY WALL OR BEAM HTA16 4-4- O.C. TO GABLE TRUSS BEAM BELOW: USP HTW20 @ 4'4" O.C. TO GABLE - FLOORING MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, TRUSS - - - - x W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. , � FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER �� INFO. SECTION @FLOOR SPEC' S FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY K8N CONNECTION 22 SECTION AT HIP GABLE �2 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" DETAILS & SECTIONS u7 Z t> —o z�z Q CU) z to c� 4­1 w � o •V — 0 c V) 10 E O o U 0 co dM $ to N O o S ai U S9 �LL00 0 to no 0 Q ZT Vs{7 pO- O) Q O A B 1 D.; N C.a D.0 � N o � _ Z 5p m 1/ ' JS� 1-��yv, r > p i _ Oe n rCF L6fik 0FE5S10�� ❑ be the best of th E S'Ifjt r'$ k v�Irr 6R� rmation, and belief, the structural p 1 loos 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 r� �>-+ M O M Q U-) -gyp Lr) d Uf •L � a U_ z fl. 00 a zU E� i� Z � WJ 0 d- W za F Lu Uzd0 oow, Z yb ¢ JwLU awi`O ° to z z6 O 0 � O U� H W U) o OULu > _ z Q o� zo � �--- W x i�' c`5 o go M Z 8� Z J N w =oaC8 W e L R Z U Sao a z Q�z � Z Z tu m � QO g w 2 z uj •� a cn SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAN D VERSION NO. 2,.0 SHEET NO. D1 I Jill 1 I I I r I I 1 I I I- I- - 1 I I! '_I1 1 WEATHER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rvlornrv�.a r�noi mvu WEATHER JE BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) O 4 SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 0 SELF-ADHER e SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST Eon INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPO1) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD me SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF 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) rem a SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER IMUIR"0103 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 as #Din 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 I 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 u7 QD Z M 0 01 z� < U) z0 c� � w �V120- O L.0 c e 0 U w E U a� Cn M : to t^ ooCD aLO _ W U t U_co Q6 Sao A I�� B D® N C B D C CV o N N NZ Z 1042 :.Nyj� Z O Z 5 W$o90 M N � . a w LJL LU W 5 d Z 3Q er m m Z U) A. E o IUL Z � W N a M't M R M do U H ❑❑ 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! 0 0 Z fV O a) N �--I 4-J o 00 > ( M Za M Lf) N,0� Q �iiU" Z CL p- Z 3iU00 E" Z WJ C:) oZ zaa fg ooceo Z W w Q� Z� �S�JW C/) LW�� o��u�. 8 J U O Z Zo _ Q U 0 £Z �S Z '0 `W J T O / LLl QQZ w Lu 2: Ou- o Z �_0 F 0 J i Y P 8 6Q V © < U 6 O A 1 ` 5gok z W a J CwJ4QQ 0{t.t w ce Qr £ 0 Z Z N WIs'lo, w _ ¢�W J � UJ W 2: Z o 0[ i °¢� � z WWZ k 11i Z R Z co O C:) 60 ZZ J LU = a Z a- U) f SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION NO. 10 SHEET NO. W P �I Stock No Product Approval No B_i5 �2018) stock No P,.d,,t App,­al N. Ba- (20181 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2608 HD210.2 FL17232.3 ESR-3445 HU210.2 FL10855.20 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10855.23 ESR-2549 H D216 FL17232.3 ESR-3445 HU218 FL10655.29 ESR-2549 HD21Fi3 FL17232.3 ESR-3445 HU218-3 FL10855.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) A products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.14 +67.01-67.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors WS (18X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors Vv8 (8X7) FL15279.85 +38.0/-42.0 psf 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL18918.1 - FL18918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A APPLICANT SIGNATURE DATE s required by Florida Statute 553.842 and Florida Administrative Cade 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.O1-67.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) F120461.6 *87.0/-87.0 psf ThertnaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThertnaTru Smooth -Star and Benchmark FL15225.5 +87.0/-67.0 psf ThertnaTru Opaque Fiberglass Door FL17747.1 +85.0/•65.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCratt, Rustic FL7640.1 +67.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf Clopay Building Products Residential WindCode Doors W8 (18X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 NIA (see inst sht) PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Vthndows and Doors Series 188 FL15351.1 +40.O1-50.0 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 5500 FL281.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alsitle Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt UndeNayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 800 FL7849.18 - FL7849.20 WA F. OTHER 5.SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15078.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see cha B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 WA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 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 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. (DCDC (DCDC _ C (DQ C cu � n- .� U -2 Clio CD -0 O -0 -0 0 Q L O U_ _ E _ O CU .L Q� L OL W 0 a. I- .Q . _ �/� Cn Q Z Z W J Cn E O L CL O Q � o L W U m O L W� Z � Z Q SHEET NO. PA 1.0 flora.Dep"knaradBwkM"6Pmk$W WRspuldbn D J own aw ftnabrd6 Pm+odret AppAvN AppNeObn De1H P,6.1 1amn6 FkR Depm1WddSlM=feRdMOiCi PArAMon BtaN*v Codn sea mudw . 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