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HomeMy WebLinkAbout6645 Wagon Trail StINDEX 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 S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated — — AAbove A/C/C Air -Conditioner F.O.M. Face Of Masonry Pwd. Powder Room ADJ. Adjustable Ft. Foot/ Feet Rad. Radius A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Foxed Req'd. Required ALT. Alternate Galv. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rind. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom HB Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing FEI F1 Cir. Circle K Interior S.L. Side Lights E ■ E a Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square 0 Col. Column Lay. Laundry S.Y.P. Southern el Bar Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered FFI [11177 F[7:1 I FF 71 C.T. Ceramic Tile LL Lintel Length TThicken D. Dryer LT. Laundry Tub T.O.B.0.6. Top of Block DB Door Bell Mas. Mason T.O.M. Top of Masonry Dec. Decorative Masonry T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack U.C. Under Counter D.V. Der Vent M.L. Microlam Dryer Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic N.T.S. Not to Scale V. Shower Valves E.W. Each Way VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 ADDED VAULT. CLG. 01-04-18 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 irl I�� It is the intent of Designer/Engineer listed in the titleblock of these = 1E IP4 114 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 1941 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. z� a z° z� B J LL to U Q) C IJ Q 0 „ s I— e to to Cl) O 0 LL, F- 8 O a N z 4i U- t" C aa) n v ao ¢ 0CD N NC V o N 4� � mom•••. y Ili N � LZI > u� w �E W ; Nr To the best it a �4 a,'`infor ion, and belief, the stru p�� lans c�ficatiqq ontained within these draw?Ulf ,¢� y22w� F�Rt ,% Florida Building Code - Residenii$g c�;t�ffi Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o 0 � n >U-)MO M Q-,'apes rL V) L d- L17 ( Q LL C1 M C) a Q E� � Z a WJ � J oz �0 �o z d wZ11:QW U r48,0 ZLuw� H j Z w J J T � O n o- w10 O w u N w ono Zo T v , T ¢ U tty/^ VJ zz z "a OC a M M w F > C: O z OU U 9X -+i s p Z Q J Y � N U 2 g°aoa A w Z J Q a QF- 2LU: z Z N wa° o w LV Lr) ,--I w W = 4 Q o N ZE g E Q Q z wa z L1') Z I— = Ln m Q LJJ z ¢z rn 06 J = ,-4 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. +1 ■ 0 SHEET NO. C S irim�l ll .I III , - - v y A O H.B. OS3 EGRESS EGRESS bC0 O O P�3Affy \ 1 1?AC PAD \ ----- 36 --- N 36 1611EPi3EP j FIBERGLASSot `0010 A 4 \ Tum w i SURROUND N I S3 RANGE I _ \ �W Lot M LL I TYP @ 1 o m 00 I B STORY N 20'-6j" 2'- - 10' 4" 10'-42" CD 2, 4, (� - 51 1.1 1 11'-0° OP rn O \ N TILESINKw/pISP _ cO 1 - I Yj 1 00 CAFE o C7'I r W U r BEDROOM 3 ' �, BEDROOM 4 U)W O o m 8'-0" CLG. PATIO I D.W. I o o Q 1 1 a \ J C I I .. B E D R C�O M 8'-0" CLG. 2 CARPET , „ - ILE 8'-0" CLG. CARPET �'W v 0 CARPET _ =a w I 1 0 ---- _ - - -] -� 8-0 CLG. to �O Z I p6q'Ail g - OP CARPET MT. co REF. I I 5068 B.F. 4068 B.F. 4'-0" - 11'-7$"I 5'-4" 14'-6" 1 �51-4 7'-6" _�' 6'-10" 4--7V-8" N 11 -------R&S------ N1 2668 2668 T 7 - - - - - - - - M R&S - if HDR AT 714" I 23'-0811 � T-10" T-8" 10'-1 $II I 7 II ,4„ 1 , 6" L� I ENTRY o 10 FAMILY R M 3068 1 8'-0" CLG. m ;9'-4' CL O M 2:12 VAULTED CLG. I 9'-4" CLG. CARPET `r o o R.A.G. + (4) 2x4 #2 SYP- 0O STUDS STUDS W/ USP CC r` S3 HTT4 @ BASE S3 I X4S3 I m I AHU 1 NOTE: ISHED I I I { I • �� 8'- „ C G. �N r- - - -i WALLS TO BE III- LE A ntNv FLUSH. VERIFY IN I I S3 5'-4" 4'-0" IIX � I I $r Q I FIELD. ICI - OPT. D OPT. I I TYP @ 1 STORY I I I TIDJIL 11 1 1 (4) 2x4 2 SYP STUDS IBERGLm 11 r, 11 I II I USP HTT4 @ BASE SURROUND OW/ 1III 1 N , o 603 HANSON o SHOWER to v BOX @ 36' S3 Q (14 A.F.F. I I m EDGE OF SLAB 2" I O I Lu I I o I _ DRYER VENT I BEYOND WALL 1 1 00 I I 2 68 5'-3 " 821 3' 10" THRU ROOF I Ij r` II II � 170 2668 78 I 200" �aw 1' 3-0 ' O A MW I N "T I 2 CAR GARAGE 11 T Ca 8'-0"CLG. OWNER'S SUITE _ W. I.C. = 8'-0" CLG. TB o0 8'-0" CLG. 2'-6" BUILDER TO I I I TIE j J3 1 CARPET CARPET I PROVIDE I I I I - - I I O APPLIANCE I I I I I _ TINE 0 0 5-SH __________ j W.H. _ PROTECTION N WHEN REQUIRED L I I I : 6" DP, R&S PER FBC T--------`--- _P KB4 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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 20X38j 18JX371 S.H. 14 20 X 50 18 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X71 j S.H. 32 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 N/A S.H. 34 27 � X 50 � NIA S.H. 433 N/A 26 x 37 1 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 4 X 72 26 X 71 112 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 j X 501 36 4 X 50 S.H. 25 37 X 63 36 4 X 62 112 S.H. 26 37 X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 X 62 4 S.H. 36 54 X 72 52 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is 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 Swim ing 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 "Ct' (A +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 GO SEE SN SHEET �H 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 �t�♦11IIIIIIIIIII11��1��I11 TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL GARAGE FRONT ENTRY TOTALAREA INSULATION REQ. 1936 416 20 2372 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 jR-11/R-13 KRAFT FACED (GARAGE / LIVING) C.� r Z C 0 v o z C,z j � V ) z Cn CD Q) r w � d w C ~ O 8 0 0 1` U E -cg N M N�co 0 mN .92 = U C L LL- 0M oav rn Q o AllN C H D C \i�li��I,�i66�FF�� N 4 pt �Na� v1�� W �� C J � a w f q To the best of ��g' ��Jcgp fg<jge'R mat,�r�n, and belief, the struct flans a(F�-d flspa'c'I&99tlons r� h$ained within these drawing4 �v with thgg J� riida Building Code - Residential EdilitA.1 E•n sneer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O O Z O � •N r>-I inO M a�(0 LO 11 (n U° un OL M U aOC) § ro Z W �� d- oz �0 z a aQ �F wz Vz00 Bw0QQ 0 Z Z Z 1 J -j YaUj 0 n VO-wlwN m tj Z Zz r0 az ZJJ 1 O z -0 fu M 0 � o 0 U a Li T o� z 0 J aVYQ�Q x0. O U N �\ E! <R Z w 1 J Z V N O g woo J Ll di�o-Z w a. �w a r-I LLI 2:Q o z o Pia Lin Ln Q z z ¢WZ �Z 0 p 06 a J = z a uj r, a cn X SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 O SHEET NO. 1.0 1. ..F A 111 II IM Yc ulp.i All - I --, I FT ------ Ti1F 2'-84' i MIRROR o - ao 60 N -- - - - - - - - - - - - o� 0 o L OWNER'S BATH OWNER'S BATH BATH 2 Cl)Cl)0 0 LjHOOD / \ 0 0 O N 80 (V DW o 0 M M ELI LL==�41 IOPT. RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS_ SCALE: 1 /2"= V-0" to MIRROR r ME ) NO Lo mlim o Um ja�� a z ti N Mj 0 10 UI �_ Z M O — O Q J f1 t� z Q v, Ca G; w F o 1...f N M r p�p � M a — U _O N � L LL � N � y � S. V m 'KC m Q O x�c�s�n�c �ti S N � a z t1 W �+ Ili �aa C VL N � d To the best of the Engineers � rmation, 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 N o4-72 J� M a cn•Lv' cl�- U a E� z�� W J ~ oZ Za f a UZOp Z�wtY �-�zz �o�jz J �aO�n a��o pzrOO O w Z Z p Q ¢ V If"r}ZI -0 0 D a M � ��� ° v ' fu z � w g w s � � 0 u. p z � V¢¢ O � wx O U ud ad N Z��� Paz¢ d Z N o Z N op'x� w J rl LJJ ¢ < � oz. p Y Q V Q Z ¢ w Z L.f) Z a� TU J 0 LU W SCALE : AS NOTED DATE : 1/4/2018 TECH: ERAND VERSION N0. 0 SHEET NO. 2.0 ��T� �i-y i1111ia li—AiTTIT��'IiF RiIl.ill41 i v'l - 1 l 1,11111 IT UI �_ Z M O — O Q J f1 t� z Q v, Ca G; w F o 1...f N M r p�p � M a — U _O N � L LL � N � y � S. V m 'KC m Q O x�c�s�n�c �ti S N � a z t1 W �+ Ili �aa C VL N � d To the best of the Engineers � rmation, 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 N o4-72 J� M a cn•Lv' cl�- U a E� z�� W J ~ oZ Za f a UZOp Z�wtY �-�zz �o�jz J �aO�n a��o pzrOO O w Z Z p Q ¢ V If"r}ZI -0 0 D a M � ��� ° v ' fu z � w g w s � � 0 u. p z � V¢¢ O � wx O U ud ad N Z��� Paz¢ d Z N o Z N op'x� w J rl LJJ ¢ < � oz. p Y Q V Q Z ¢ w Z L.f) Z a� TU J 0 LU W SCALE : AS NOTED DATE : 1/4/2018 TECH: ERAND VERSION N0. 0 SHEET NO. 2.0 ��T� �i-y i1111ia li—AiTTIT��'IiF RiIl.ill41 i v'l - 1 l 1,11111 IT ��T� �i-y i1111ia li—AiTTIT��'IiF RiIl.ill41 i v'l - 1 l 1,11111 IT 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---1—� — — —--- ------------- --------------- — — 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. _ — 6" FASCIA (TYP) o TEXTURED 80 °O CEMENTICIOUS cfl FINISH ON C.M.U. (TYP.) F.FL. 12 5� 12 �5 N HEEL 12 F4 ---�----------------------------- - --T.O.M. 14'-0" RIDGE VENT — I HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP.) — — — F. FL. 12 �5 FRONT ELEVATION - Al RIGHT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. `*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT *'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In, Needed) / 86.25 = Amount of O'Hagin Vents Needed Ch 0 Q J t� z V) (D w M p w 0 F_ o 0 (� lJJ F- EpcN U W M C N cM O O O CV _ U �LLco 3 -00 0 Y Q cm u7 O �_ c Q O D. N -�.,� e,\% o Y V o %S t '.� :2-- •� Y � N� z LL• :J LU LL C 04 A& C N Q• t. CD e StO• To the best of the Enginee Y[7J�4ryA--,q ion, and belief, S�6 i i the structural plans an ' ns 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 zrNJ 0 a) N c) z t> ro M aU-)vLn 0 z U_ rn U ru Q u E � zM W J oZ JR cc z a of Cl) z w¢X Zoo ZBW� O �=)Z M zz Q0,0 >tO1n O��o � O W J ~o T v , 1 '' ■ � � }o Q U g Z C) W 5 10 L n M 0 > C o o CL z Q �a o lam- o F z J z Yar-a p wXro-Ov N LJL z¢0� daZ3 g�Li W Z N LUCY w W E Q OZ8 2Ya Ln oLUz gzz4Z j0 "z «, J = Lu SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO' 10 SHEET NO. 3.1 c a 12 5� 12 5� 14'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 12 15 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 7(TEXTURED CEMENTICIOUS FINISH ON C.M.U. TYP.) 16-0" RIDGE VENT REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. - - - r — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1'-0" ---------------- --HDRHGT. TEXTURED TEXTURED US CEMENTICIOUS ol 2'-0" FIN ENTI C.M.U. FINISH ON C.M.U. (TYP) LIZ (TYP.) - ao io --------- ---------------- ----F.FL. M. SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al 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 FOLLOVANG VALUES, SEE ROOF PLAN** (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. * (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soft Needed) x 7 = (Sq. In. Needed) / 86.26 = Amount of O'Hagin Vents Needed (DV Z c7 0 —o z� c[ n u, z c r, w 'U — w E o0 �V) LU U 1 E — U N M m Lu C N O c� g rw p _r_ LL-00 ao ;I Q rn rn O M ¢ o NyC-p�DC x01111 III s • �. �Q-e— �� w'+ d _ Z'. • d� To the best of t 9 veer k o ledge ' ation, and belief, the structu alIpr �p�p tr���� s contained these drawings the 2017 Florida within coS+lAi 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. if O Z� O a) r, F-1 a-' O r>'-1 U41) M O M Q (n Qa) Om z Q 00 z E fo Z WJ C:) oz �Q za a� �F- !!�� VJ z w'z C. 0 UZOp O z uu w Y Q � in z ULq W Ln 01L L 8 SM�jo Y W N Z o Qz � Z O '"� p g ro IM W �� F- o o z 0 _> u 0 I— J LU se P w0o� va�a a N ZaoJ w � J N g ° Z N LLSwo a u_ w W J Ln rl LJI Q W Z =d o U10zU v Lu a ¢ w z Ln k Lli O Z J Z O 00 g = ` Z rn ,--t a Ln SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. 3.2 - — - - i " ! I . ', L l 6ii l i l - :9i i r �l i.1 !11! ut§! Alt I�lv l d.. , II h Ii i- I d it l �d . ', It 2 1" 2" *NOTE: VARIES 1'-10" 1� 1" RADIUS Cl) iv FOAM TO BE USED ONLY WHEN - 3 1/2" RADIUS 1/2" RADIUS ^M REQUIRED BY COMMUNITY �� 3/4" RADIUS 4" 1'-5-" 4 " Ma MIV tV i, Cl) 00 co SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2- N iv BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES M� SIN -r EDGE OF OPENING T VARIES 0 221" VARIES M (V 12" VARIES 1 1/2" RADIUS *rN 4" 34 4° MIV 2 1/2" RADIUS I � HIV T VARIES io 12" 3z' 11" 32" 1" r' 1° r'IN 3" ,,, z ,,, z BASE • MI t 1 „ 1 �� f 3, 3" 3,. 42 4 1 �-8" 4 • fN 12. *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN � REQUIRED BY a COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" = r0 1'-6" 1" 1'-4" 1" DETAIL TO BE 2" 2" co BUILT W/ STUCCO. EDGE OF 24 • ' OPENING 0 1-1/2" THICK 1-1/2" THICK 10 N �� 10" 6" IN r-Id C7 � T 31, 4 2, N 2n 4n 3" 6" 2„ 2„ N cn fn M 1-1/2" THICK 31" �' 2y' -LN C� `la ,- 5z' 2'-4" 1 -5 4" �„ 4 1 3" _ -IN00 N o *M a" 1" 12 VARIES VARIES 2' N � {M VARIES VARIES 41 8" ?' 3 003, N. t ; N I ' co �1 �a gti 6" 4" - KEYSTONE F11 b OPTIONAL tKEYSE F11 L CD Rs' m 2 4a" CD R44�„ c� 3„ L3" 3 �N 4" GARAGE DR. OPENING 4" 4 WINDOW OPENING4" a' 2 NOTE:INSTALL OVER STONE TYP. VARIES Me's • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 11„ 1 63,E 1 4' 11 " 2'_1" 1' 4" 2" SMOOTH • FOAM/EPS MATERIAL IS ACCEPTED 4 4 2,E 54 1'_12' 4�� 3'-8" 7 1 " 4" 3'-0" 10" V-4„ 4" 10" 0 N C 00 _ :� \J CD - fV` (V " 1" iV 111 o 7 ri N 4 co ok • MMr �5r 1" r p„ 12. 1 N� O GENERAL NOTES: r� 1.5 LBS DENSITY STYROFOAM • POLYCOAT(HARD COAT) • ACRYLIC SAND FINISH 03 CD �2 o (0 J d U, z Cn 0 w Q LU 0 F- � o o Cn 0 C3 N M $ O o 0 _ C3 L LL 00 Y [—y Y L. L. Q rO Q rn rn Q o N C 8 D C N N 0 � zL 0 0 N O CV Z O Z fir/ 1—P: �z LL LL LL i� (n N W _Et N a'��o W CL w a W 0 U) m � z LLN o n0 ZN��°' m m ¢g WaNQoD vo 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 BuildingCode- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 Z O O � U-) M a��•� 'q' d cn g Q LL 10� U fl. 00 Q E Z WJ 0 az �O za zf w¢9� UzOp 00'x J Fy0�z Lu >�on T••i I— O��o " o W 0 o z z Qo zz w a Z 0 w3 M > 0 0 a O (f� U f L.j ow T w U fV U.. z Lw7¢z3 Q ~I�j2� Z r-j Z LLI 2: Q U, z Uv w F- Lli Ln Q Z Z ¢ w zF a � �z M 00J 4 Z z ,-i a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. F 1 T 1T1 - lI[— I I, I , 11:1 i iI h ,, i, - .i111.1II. i ,. _-.rl a I: ill .. 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, 200A INDOOR PANEL MO 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA1 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped With an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT �—_ < FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) P TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F O THERMOSTAT Irl ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) <\7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nrn c+nr_rna SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" Z M '— O Q J a (D ^Lo'' �W w Ow ~ ct 0 r— i� C%i = o r- pp t` V 0M M t— 8 C N O — = I U00 oa L L.L 30 CL �o < �0 OL 0) < N 1 � CV 1 co U5 .w O ' a � V p� Q Q SV 'Lou co O 00 Z 0 ZM m Z � " U: o O L . Z LL ii to N W ; �� g L.0 a W ••♦♦ 5 Q Ti. Oa rn rn ¢r5 CD to m � �ECP Z d ¢ o W Nam'`-e J o �d o U U 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. 11 0 CD Z N O r\ M Q U-) f0 V) LA Q W IO Ln CL f— U Q ,0 Q00 Z (D Lu C:) W J d- J �Z Za <a N L,Z80 Q J zUJz¢ tmwZ J �ir�w Q a o UMWto CU � W °Z aZo g Z O W 3 Ln M o U O a W r _ O J o� �0o 0 V- N <[ a o. o¢oa C wiz¢ �aa3 �.1.. .0 z N uu_ia�LLo w_I Nr -WEQO l di Q 8 ulpo ZU W U Lu I.n Q Lu Z �l Ln Z a Q Z Q o 0 rn 00 _I = ?--1 0- U0 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0, 10 SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of 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 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN. SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. *` (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 119111111111111111111 0 CD CD z� z Q J E3 C_ z 0 u, 4— w � p Ow N .� = C?0 U ~ O �M rn cm cO C N U ) O p LL_00 -00 l CU o v �S cm rn ¢ o ® D. N C B D C W out •� F_ FE ELLS NX Qa� E5 . o ' ¢ , . To the best of the e k ledge, mfp r{{�� " n, belief, the structural' an�f' �i�bntai within these drawings d ith the 2017 �Flqy ' Building Code - Residential BtH��dgg��Ei�g signature and seal is only for the str i engineering portions of the drawing pages bearing Engineer's signature and seal. CD CD z fV 0 � N M l•/-I (n M O a 170 Q v a 00 u z�fu Lu W MJ Oz OCC K Q za Fa ¢Crn. wY Uz00 E,..�U zwwx 2M:E:] a O Lo a �o12 O0 J T �~z0 w OZ zo T v , Q U Z O rl � g z Ln C:Q z o U _: C5 � J f � LL o qzO ¢I- oC� o� ' O w0 Ue rJ O¢0¢ wU4z¢ cvaQ Q o w � Z Z N 00�2 Lu ce w tJ.t ,, ^^ y l l.l..l Q - - �$wYQ LU Q U ♦- O Q � Z �.}. V �# LP) C? Z zNz a m o g = ¢9 T-1 a U SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 10 SHEET NO. 5.0 64„ V-985" 3._28.. H.B.01 on A TYP @ 1 STORY S3 U.N.O. 10" 2'-10 4" 5'-11 o r ih 16'-0" 2-�" 6'-10".' ..... \� I :: :: O I I} ■ — — &-31/2" 01 \ SINK DISP co in S3 I D.W. o/ �iri o rA - S3 in 0` rL L__=j - I CHASE TO ISLAND-- �� — ------------- - _: o 1 I I I TYP @1 STORY U.N.O. ■ . - -- I - - - - I - - - - - - - - - - - - II STEPS AS REQUIRED PROVIDE 1 /1/2" RECESS CJ L - - - - - - - - - - - - I CJ OPT. :: -1- CJ- CJ ; FOR SGD. REFER TO KITCHEN ISLAND REF. , , ; :: CJ -�} : ■ ; ; ; ; 10'-104" PER FIELD MASON'S SLOPE FOR LOW WALLS I o CONQITJONS : WIDTH Imo\ 10 \ I 16-10" -12'-10" r INDICATES FILLED CELL w/ 3000 PSI �. , I HVAC CHASE I .............. ......... .......... CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON s 0'-0" TOP OF CONC./ PAVER TO BE 4" ...........:■ ■ ■ ■ ■ 4' 0" IL 4'-4" 4'-6" TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 � PROVIDE x 9" � � ` SLOPE 0 STEEL" I RECESS FOR FRT. POOR M I L _ - C)2'-6"x2'-6"X 1'-O" �' I & 4' I S3 25'-1047" 9'-588 W/ 3 #5 E.W. 10 co 00 TYP @ 1 STORY S3 I S3 G U.N.O. _ (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" ri AHU I I VERTICALS w/ in ■ , iv r I : r FILLED CELL W/ (3) #5'S E.W. o 0 coI G W/ (3) #5 E.W. S3 I OPT. D PT. I : -3 1/2" o SLOPE .. .. ......... ................. 5'-3" 1'-10" 3'-6" O I: T o a, ■ : — CJ : ; CJ — CJ q 3-1/2" MIN 3000 PSI CONC. . 2' 7d.. 6-5" 3'-2" I Zo rn SLAB FOR HERNANDO COUNTY ONLY' I J 3-1/2" MIN 2500 PSI CONC K S3 SLAB OVER 6 MIL VISQUEEN I I S3 I C',� ' 4 T VAPOR BARRIER '' '^ N 35`-4" 20'-6" L ■ I I BUILDER TO : I ; I : ; PROVIDE I O, 0„ : APPLIANCE 16AR VERTICALSw/ 4'-0" 12'-1" O PROTECTION FILLED CELL 00 W.H. WHEN REQUIRED L---------+_ PER FBC - — --J .. .... ........... ......... ■:: ............ . ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5'-7551,' 6-41„ U.N.O. 5'-23" 7'-1 R„ 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 W Z:r� J d CONTROL JOINT DETAIL SCALE:1 1 /2"=V-0" ' #5 CONT REINF. SEE FND. FOR QUANTITY #5X 25"X25" CORNER BAR ONE FOR EA. ' �'- • �_ = HORIZ. REBAR, TYP. ., . . , • .. U.N.O. ""Alternate: ' The reinf. bars shall be Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" Z M — o Z Q a. U) CD nV)' cn �W w O "' = E oa \/can C3 W U a� M C 0 C)~ O o N l O ✓ �0� FL00 O Cd 1` Y �✓ Q U) OCL Q O B D. N C B D C NV T' pp O V• N ,� rn Z U) � N e � � N• o SE W e For Y!. o E� To the best of the ja in kn6%0"eyinforma�i�p, an belief, the structur ns t'vIll ne within these drawinlyMjt 9j0lorida%%, Building Code - Residenti I ition. Engi i signature and seal is only fortf�l€.gaye.�����ii ering portions of the drawing pages bearing Engineer's signature and seal. O oN Z 0 vr-, '"L 4-1 O > U.) M O M (n Ln Q N U_ zCL , U M --i C 0000 Q z § Z LU C:) W J� C:) d' J 5 z Lu zaa Z W¢.a g8o zwW, n �s�W z > 0-2 . a oe u_ o �w o �.}�. zz } T V, }z zw I(—L O r-1 C) � N 7 ro M 0 0 C: � �a 0 U.) (0 p Lu Quo 0 J C X i. G N 1 ` z¢0¢ ;J 0 Q z 4 Q Z Z N N o�� u_ :D a W a�o�Z J rl U-i E Q � Q Z UlQzo P a F ¢ z Lli Lh C:) Z a� V z m Q = ¢z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. 6.0 � i 1 1 �; 11h. , 1 1 ig 11 Al i h 11 I'l I ill Li'l I Idi G si i iuol i I I i I I I I I I I I 1 11 1 1 1 1 1 1 G r A A A (2) 83 (2) (2) J Q C Q Q Q : j, D A — _ 1 I D rn D ao o -. N A w C� D ` /Y D CJ3A a CJ5B D 0,2) w .: Q: Q D .. : C) : 1 J. W W W U U U C7 m EJ7B ° EJ7B A J7A EJ7A Lj Q2, M 1 EJ7 EJ7 EJ7 EJ7 ' EJ7 q S3 EJ7 I CJ5 CJ3 .... EJ7A EJ7A I EPA : :. EJ7A EJ7A S3 EJ7A EJ7 EJ7 I EJ7 5 3 t'EJ7 11 A A S3 (2) 0(2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 112" 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 META201 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH, / 18 1061-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 518" ANCH. l(28)10dxl-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 37855/8" ANCH. 34' STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 1 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 112" MTW20 1195 1005 14-10d x 1-1/2" U I MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X„ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8 -10d SP2 1065 605 1 12-10d SPT24 1030 12-10d HCP2 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 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) =771 (B) (A) (+ t 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) 2A SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER-1 (A) INTERSECTIONS. SPLICING /2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR 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. Z c;; O — m Z Z Q a.. Z Cn/i' U cn 4--J w O w E o CO U a) M w I'—_ O = aj aim U cm co c: M M O O N LLL 00 U N o� 7 U) 0-."- r` C:,e 17�p �Crn ur) Q rn¢o ® AlN C B D C ® / I .N 49 o o .• Z a 0, mvw�r M•�y o o LU In ^w,,,�gi Z .'15 �a'W nW. • - U Z 8 c v W •` k k, To the best of the Enginee '€� wled fit' ation belief, the structural plans and S 1� within these drawings tom ply withF"�18�� 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 io > C)M Q U-)'f0 Lr) a-cn Q(L) `r �' U Q 00 u z§(a WJ C:) [t oZ �o z d �a z Wap= uzop E'-' U U Q J ZLU w Y ==)zz C•RCL V Wo� U0]� Nd - z � ozho zo Q U 2:z D ro M 0 LL- LL ;�W o 2E O ^ J O Q Y ¢ u U LU J J ro— Nv A 1 W J Q iwaQz3 8 Z N g WaLLo w J ri LLj unU sz U aw Ln d- Q Z Z yyh O Z 0z Wz° O d ,-q a- u SCALE : AS NOTED DATE : 1/4/2018 TECH: ERAND VERSION NO- 2m0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" 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 L/180. 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 veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID W O • r U #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. Simi INS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = 0 J w 8F16— B/1T ¢ 0 Lh Z r tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAi. o HEIGHT MATERIALS c"i—f precas T-intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR ALTERNATE POWERS MIN. (1) 1)REQ'QD D 1� LEAR STEEL LINTEL C O d .M.U. #5 REBAR AT TOP 4- c MIN. (1) REQ'D Q 1-1/2" CLEAR ° as a a - D D GROUT J Q Q A � rn C.M.U. 5 REBAR AT = o w d ° BOTTOM OF I- m w 0 LINTEL CAVITY LUw u, Lu 1 o Z_" -BOTTOM o d O z REINFORCING PROVIDED IN LINTEL a a Ci Er Z� LL a w ¢ �'> �L D D #5 REBAR AT B( 7-5/8"ACTUAL 40MINAL WIDTH cNo ¢ a �A �, Qo AS INDICATED (VARIES) U) u> LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers 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 4'-6" LL 4'-6" LL O O 5-10" LL LINTEL PLAN SCALE: %4'=1'-0" CD 19 r th O Z <C u) 0 N CD crs w OLU E rti (/) r -CI) o m 04 r- C) — E 04 �M Tu -9 N U U19F T= 00 0 U_ 00O EM 8n `n o- 9a o N C H.D.0 � ® t •, .� .. IO�laaL'g co �•�.P 5ov ,+N��M glil 1ei c+I f` \ i tL fil- , m,••: LL4 i4 W To the best of the EnPineer's k �,r�ftq>ri@ d belief, the Ions t87t �i"ned structural and s e r3 p 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. >f 0 z� 0 M cO � (n M Q U-) Ln r2 Vf •i �' Z Ci. U_ e-- �n ro a '� U r- Q 00 Q `J § M z W J � V_ J OZ O za w¢�a 5Quo ZwwIaa UzZ w J T in a�E_o O OO ZZ �\ � Q 2:Z Z Q T a z 4 D fu M � � z o — J LU LLJ o Z �-o s `F g Y � .... Y Lu U2a'ma z<2 N J w wa z coact 8 Iu X 190 z N N aa,_ J ri ~p 8 LL! Z g d- a z � uJ Lin Z of C o' m � 06 Q J = a V) i- 4 t- (n SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO AL L 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 DRILLEDTHAT H A T 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 C(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 1 T S 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 L EN U LDING WALL CLOSING 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. I EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1, 2. 1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1, THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR; 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 4„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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 C U 00 G 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4, STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8. 2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection 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 including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must 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 R318.1.5 - CC n rete overpour and mortar along the foundation perimeter must be removed�e�ore exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +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%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%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 %". 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. to 0 !9 Z M 0 - o Z0 z Q a. V) CD cn w W 0 0 C/i '- o 0 m U LL e- U a> M tm = a3 M N -0 M .O N - U = ai wa, II 4 U �u-00 CD inaCD Q rn rn ¢ o ® NCBDC .y i� � ion K N Y_N � � N.Yo� S F.� it +` To the best of the End 's know%dge� i rmatiQ��f. hd belief, the structural pia s flfJr$ fificay�tiiotnh�ctgl�i�M'' I d within these drawings comply f�$p4t3rA nda Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z f-1 O (3) �. P--1 4-' O M f0 Lr d' Da.. cnz (1) 0 C z Q LL ca. M � U M '4 '-1 z< E § Z r WJ C:) J oZ �s W� z¢a <a r UZC)U E.. w �O�jw >ao,o awwo U W N W FLLO ZZ 2:z � � W 5� Z "� U)� 1 o 0 Jz U to (� F_ U w � o�R0z I- 0 aUYP s ~Cl) ACO N o<oa U,aza Q �} �1 ¢ 3 Up � Z N Woo aoHZ J ri NoZo oQ< L17 Q Z Z ¢W z a *k � Z � U) Z co �LU 0 06 :5 3: -o ` z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO' 10 SHEET NO. SN 0 a I :11i,rnalilufl il'L1_GI,6 I I ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX 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 MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + +i a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + +++ IF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + Cp + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602,0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL--\ STD. 90° HOOK r-- BOND BEAM w ix Q STD.90° #5 CONT. #5 BAR HOOK BAR BAR #5 CONT. FROM ��� C NDATIN TOUHIGHEST f��l 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 SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/i'JI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR STUDS above to bearing below. SECTION a" INT. BRIG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. ) 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts, N.T.S. - --- --- --- - Under 2nd floor column w/ loads N.T.S. 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 /a CORNER OF HOME H C G GARAGE SIDE 5'-011 O O O a - 10 STUB -OUT FOR 1'-0" L 1 o LO GAS METER O o � U � F CV oz • 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-Y (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'-Y (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. 154" (1) USP HTW20 OR (3) 16d TOENAILS =*TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). RN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap a / / Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BC16500s0 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-1 /8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. 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.' It Joist When joists meet over wall, provide 1 3/4" minimum bearing for each, kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET u/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @ INT. BRIG. WALL require additional consideration.— N.T.S. MINIMUM SPACING =2xGREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges A 1%" ROUND HOLE MAY 6�� 6 DO NOT CUT HOLES 76-S BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y" 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 %" 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 USP MUC 5/81 THRU BOLT US ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I —I I IJI I I —I I 7r�;o _Nail with 1110d nails.nstall tight to top flange.SLEEVE THRU STEM a SEE PLAN FOR °+ ° . + FOUNDATION INFO ' d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap //1, - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0,6 X Joist " depth a I -JOISTS BUCKETS N.T.S. GRADE . .v REINF. SEE PLAN (2) #5 REBAR A/C =HASE�PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 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 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE /F I PLUMBING LINE PENETRATION o d d a d ad 'd - - Z \ • c. • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a ° d °a n da G a ILA ° d 4. .a SEE FND. PLN. SIZE & REINF. 83 (D62 Z M 0 — o 0 Cl- clU) z t^W—) (D T ww 0 w � � U — g amp= I C)E r- @ tmM O o N o co _C__ U- 3 co co O34 <C Cn LO Q M Q o 13 D. C N -CB DO �V `t'e� N 1sSh �j �13 O a ' 01 LL� S,� r N in J , ct c e To the best of the E er s P&Q� in o(} io belief, the structural pl +rjd spei"Ifttat bns co �p within these drawings co m pf'Iit M� � Building Code - Residential 6th 5 M i er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O z cV 0�� r '� � CD M O .�+ Q a to d- L_ U_ CL \ rV1 61 Q OC) a z § E� f° WJo~ kD d- oZ o W� za rL w¢�� 0ao 0, w� Z f = Z �o�1w o�0Ez U O W Z Zo H az zW O D fo M __J o Cr o JZ 0 U ^ J Q LU o� F_ I LU 0 Q �a�3 a Z z N Sao w ¢�,-0 J r�i tL 2:Q Q di Z 8 � ,�oZo S a w z Ln Ct- Ln Z aii �z O C:) `^ 4 J = 4 z T­11 a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. SN 1 ,.,,-T_ —iuj4FTFAtila -,:lim i Ili I:,i 11 1MF_ ---------- FT 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END U.N.O.) (OR / GYP. TYPE X @ (U. ( GARAGE W/A HABITABLE ROOM ABOVE) SEE 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 TOP PLATE TRUSS ALIGNED WITH STUD BELOW LE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID CONNECTOR U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'4', (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 @ 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR � 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE � �' 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 r CHAIRS TYP. M A '' c' ELEV. (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE " UNDERLAYMENT FOR ROOF WWF OR FIBERMESH 1 1 1D O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 O.C. OR 5/8 x10 WEDGE ANCHOR 6x6W14xW14 ' � .. ' PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 ° ° � ° A.F.F. @24"O.C.) 2�� WWF F OR FIBERMESH @ . 2„ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ ° 6 � o =L� I I=I I W I I= I I I I D I I=1I=I I=1 Ti=I I I=I I I —� D • II= I I I-1 All ° ° ° a ° d ° ° ° ° ° ` ° ° ° ° d a ° 4 ° a °d ° � ELEV.-0'-31/2" Z d o A.F.F.AFF 3 1/2" MIN. . P. 3112"MIN. ° REQUIREMENTS SEE R905. 12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. =I I —,I I III -I ° _ - - I III=11—I I I I-1 —I I —I I I I' I— = I r=III—III-J III III 11I--�I I ° ° ° ° a 2x4 CONT. ° ° d ° ° ° ° ° d ° ° a ° I I° ° ° a ° o N — 31/2"(min.) 4 ICI—I�I • ° —I =II I II I��fii11 �31/2"(min.)- I I I=1 I I� 4" 31/2"(min.) - 4" - D ° ° • . ° ' - II i�� '31/2"(min.) - =I (TYP.) VARIES ZZ HURRICANE ANCHOR EACH @ TRUSS (SEE UPLIFT SCHED.) W/ -III=T��1 I I I- III— 8 11 _I I t-I I I t I I I ° d ° a GARAGE DEPTH VARIES ° ° - —I —III—I I 1 I I -I I � j I I I �I=�=III III -III III T =1 � I=1 - I� I I I III I�T METAL PL. UNDER EA. TRUSS ° ° ° ° g 1— =1 =III—III—III-1 � i �—• (Z) #5 CONT. I =111-1 11 I r ' I I ITI I=III-I I �I I I —I I=I II 4' III —I IJ,4�11—f (2) #5 CONT. �� I " MOISTURE BARRIER TYPICAL INTERIOR BEARING 4" 1'.4"1 1'-4" 8" MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL MIN.U.N.O. STEP SHEARWALLrc,��TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SN1 „= , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 „_ V_ " SCALE: 3/4 -1 0 53 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0"12 S3 ` ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP Uo�sBOARD STRENGTH CEILING EDGE �,5 PER CODE OR 5/8" GYP. TYPE "X" @ GARAGE \12'N.O. LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. \ �o MAN 00S CION 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 @ \ FOR WALL HGT. NOTE:7 INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS 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 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 'IS" MORTAR WALL SEE GGlS3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP) 3500#, MIN. TENSION 2600#) SPACE ANCHOR E *USP SPT22 TYP. SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r 2x P.T. PLATE WEEP SCREED INSTALLED BAR W END OF 2" x PLATE WWF OR FIBERMESH ch , 1x2 PT WD FURRING 24" O.C. @ ARCHITECTURAL FINISH ASSUMED FINISHED ° ° GRADE '_ D D D . N .. PER MANUF. z_ #3 & #4 #3 OR #4 REINFORCING BARLU LAP SPLICE GRADE 40 MIN. Fy= 40ksi a- D ° p III o I I 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° z � ° , , r 1 t� — — — -0 D. 1 I— .. I=I I FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] [GRAbE 60 MIN. Fy= 60ksi] a g W ��=III=� I I 1=III=I = -' II I I —III— I I o • I 11�-III=I I II-1 T —1=III I I —I III I =III-1 I ° T I U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p °o o FOR CLARITY ° D ___ °D _ _ _ _ _ D =III=III= I= = =� _I 6 MIL VAPOR BARRIER ,= 11 III P n. ° I I I III I I=III- I I=1Il III—III=111=III=, __ _— _ __ �, z r I #5 REINFORCING BAR Lu R 1 7/8" `� _ I I W I - - I I III=III=III=I I I1=III III- — 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° III=III=III-I I1=III=III- z ° -_ -_ - -_ - - - ICI ICI ICI ICI III I � 1 D I • ) II=I�l=III�I I I1� '' #5 LAP SPLICE 2 #5 CONT. „ ON3 CHAIRS 31/4" BASEBOARD PORT AT EACH NOTE: ° D� g III —I I —I I I —I I I —I I=I I I= N *FOR BEARING WALL -III=III= I= I= I I D e COMP. SOIL. (COMPACTED TO -_ _ I I I =1�=T 1=T _ 36" MIN. LAP [36" MIN. LAP] " „ (TYP.) g 1 g MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL = _ _ _ _ _ - -_ _ -I W/ UPLIFT ONLY - - - - 95% MODIFIED PROCTOR ASTM I l III=I(1=I�=11I J=T- 10" MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ -_-- III=III=111=III-111=III-III-III-1 � I=I � I=III=I 11—I � 1=I 11=I � I� ,I I =1 -III— I=I =1 = = = I —I I— =III=III—I =1 IF D1557) I I —I 1 I —III —I 11— 4" 1'-4" 11 111 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POURI1,- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. CV � � •� n - Z 6x6W1.4xW1.4 SEE PLAN __ VARIES 11/2"RECESS FOR 6x6W1.4xW1.4 _ D I — I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) /-SEE ROOF PLANS.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR — D = = z min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS C A e BARRIER II D : C �• 4 I N - a a a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFON COMP. SOIL. ° _ (COMPACTED TO 95% —I I I=III=1 I- T °� __ - = - -_ • - - =—_ — _ I I I -I i I -I i 1 1 i I' TOP OF BEAM & LAYOUT DESIGN a - a "11 fflrLl T1 f TF, _ - - - - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN __ - - a.: ° a a - I I-L'-II MODIFIED PROCTOR D1557)' FL =I II F SCr�2EE�N ENCLOSURE —' —► f--I I II=1 I I— ' FOR STRUCTURAL BEAM SIZE & :- �, LI III-J-�-I I=1III 4ASTM 3" MIN. CLR. T d (2) #5 REBAR CONT. —, i- 4 2xaP.T. CONNECTION INFO M = I •. III- ON 3" CHAIRS TYP. L4- 1'-4" U.N.O. STD. 90 HOOK (SEE DETAIL) MIN. ? 6TE O.S.B. I I _ _ TEAM I 1 2x4 #2 SYP P.T. FRAMING w/ =I I I -� I I=I SEE A/S3/J/S61� - MIN 7/16" O.S.B. SHEATHING g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION �LOCA o ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 , _ SCALE: S3 cn W ~ > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x > SLAB INFORMATION. 2" HOLD ROM SLAB Uj SLAB STEP & RECESS S.G.D. rM 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 Y2" DEEP SCALE: 3/4"=V-0" S3 AND 6" BEYOND DOOR TO ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND 2X STUDS 24" O.C. U.N.O. ° INTERIOR @ & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT _ ° a -3 1/2" PLATE MASONRY WALL AND 14" O.H.D. RECESS Z 13" O.H.D. RECESS E = a GARAGE rl wE 1/4" 3'2TAPCONS AT 8 PAD FOOTING PAVERS _`I v `= CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS `o EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD _ v `�' . STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. r ' —I I —I I a, •, y. -� . - - L— �l I -II _I I I �-�� :.j : . ,:; - - PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT -- _ SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN _ Z 00 M GRADE- - a Q ° .: �.� 4 I �.:. C9 r - _I _� �.� 4 Ij oo T TENSION 120#) CONCRETE SLAB 6 w/ MIN. 2 #5 VERTICALS LU I II I ° II II II 1=1 1=I � — — 1=1I I E--I I ' .: :. I— I � I ad x 6 w1.4 x w1.4 N o � = a °• II I t •, ,'' •�•. I —I I i ,. •, '. ' -I ��• = a .= ,- WWF OR FIBERMESH FILLED SOLID Z w II I II I II I II II w v III —III =1 =1 I1- —I 11=1 I I- 7�I I , . ': �I-1 "' - _ _ _ _ _= i- =III=1 _ ° a BRICK PAVERS or SLAB PER o w � p o Z —i I I=I ! �' • °• _- -_- - z ¢ 1= co - =1 I III=III I I 1 SEE A/S3 OR JlS6 I I I i,- ,, , I 1 . I SEE A/S3 OR J/S6 I I I I=� I I I= N I —III— I— a 0'-0" FIN. FLR.� COMMUNITY SPECS L°- a — — = - - _ _ _ = 6 MIL VAPOR -= I = 1= = = �' �_-=1 1=1 1=1 1=1 1=1 I I Ti =ICI —ICI- I I= =III=III= =III I =1 I I=III-_- w I I I (= I= I= I=III III=III=I -' FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III==III-III- -I —III= = ,� I III III- BEYOND „ 1' 4' (1 STORY) ! 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1 -4 (1 ST RY) I I� � �I 1 I I' +, : ; �, '' �: ` ` '' . PAD REINFORCEMENT - 1=1-i 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" :.•y ~ '� SEE UNDATION CONIC, PAD INFO. FOOTING WIDTH *' ► •` SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BAG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 314"=V-0" S3 SCALE: 314"= r-0• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. La z S z � t� z V) 0 Q) C w �6 p O _(D_ V)LU E V) o 0 a) h U C) W a? C' @ M — U � O " _ N UIV = FL oGo no ¢ rn rn Q o N C B D C Q0 O yy .,6* cc!>ss z r ,i52 J o SE 'd (0. 'ma's n M UO LLIsF 4 rlEa7 � Q M aj "p6Y' '"•� i. �i � I�ff' . yA'R To the best of the E yr's k o leblge,ai orm t7,'E}, , and belief, the structural p njfty1 pecificatilned within these drawings comp l{��'�l'ib'+f'lorida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 1/-1 M O M Q u-) CID Lr) Q L U LL z F- , M U a� zDC 3i E Z WJ 1.0 J oz 52 of zaa ras J waCO3 oo.11 QZuz II.—�o�z W OIN 0 n O��IN z o G U �w rl 5 Z O _006 M z > C: _0 0 O U�� ou- p z 0 -9t�1 U 0 mama N t\ LL z¢O< wU4Z< t2Qa� Z Z N oa�o = Wii W J Lli r� W di Q a � o N6zU �� Ln Lh Q Z ?�z m O 06 Z g yrj = 0 ¢ z rn ,-t Q- cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO. 10 SHEET NO. S3 ii Iii�TTliilp ul,i,n1611i _:fir 'I� I (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE ----i 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" Q.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .++ . + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 112" 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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4, MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT 7 ° g STD. 90 HOOK 81 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: 1O 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. Q 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL WER11J 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR ri MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. e a ° ° BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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 ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT INTERIOR ❑ FULL 8x8x16 BLOCK WALL _\ ❑ ❑ Ct Lri.7im DOOR OPENING DOOR OPENING DOOR OPENING 1�j Low EXTERIOR ❑ [2 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 rD SCALE: N.T.S. SL� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS L NOT TRANSFER LOAD. EACH END ° a a WALL a ° a DOOR STOP w ° a MOLDING J �z a 2x TOP PLATE M U) V2-16d GARAGE 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. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE ° a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SFFA �O� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4' (1) (2} (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 T -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"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '---2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/: ** HOLD DOWN CONNECTIONS OOO,Q NOT REQUIRED @ BEARING opF�iNG WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. SL� -USP SPT4 SPT24 Lisp 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 °° a P.T. ATE USP 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. /—CRICKETAS 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 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF AB., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ 4 16d TOENAILS T046P 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. S4 F= 2240 LBS SP USP SPT4 SPT24 FF C USP SPT4 2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE i 2X BLOCKING INTO 10d NAILS @ 6" �(2) 16d TOE NAILS TRANSOM STAGGERED EA. BLOCKING TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR to 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY USP SPT22 • K.O. BLOCK W/(1) SP SPT4 USP SPT4 J-BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. ° MASONRY WALL ° a 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP C (MIN. (2) PER BOTTOM PLATE) C SPT24 SP SPT4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM FRAMING PLYWOOD PLYWOOD FASTENED TO TRUSSES 10 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD USP— SPT22 SP SPT4 41 -1 Imo. SPT4 ° 2X8 P.T. BOTTOM — PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o 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. S4 LD �_ Z ch 0 —o z�z V) CD � w � a 0 W E e~ Lam/) M"y--> o 0 Eci pi V W E h p N M CM ,_ f6 M r4 Q N 0 — U 'i U � O t LL CO in n 0 ¢m o in 2L A All BID® C "N TV spa` a T _�J Ir c0 N<1 $ pa' u °rn N 9 ' ��" � 0 •Z tea C> UN: •5 o r rn d 1W t •M � Qe� °° J ts� To the best oft Engineer's I' n 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 Z n O15 �>iU)M0 M (J) L 0 Q "p � 0 LL I- �- , M oC U a E (o Z W J d' oz Lu z d �a F- wa�ir oo�o Z LLJ ��Wz [Y � J >a0in tj W LLI— N F z OO o ZZo Q U C) 1�"I g vL4 3 M iE � N 1 � a O ♦'1 L iuj J LU o "o¢ O < X O U LJJ N Z<0< uj ;2 o�� Z N afE LU W =¢�o J r� Ll J vi z c� Ln Q z wad U) Z asZ U)Z m LU a L0 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. S4 I SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER AL - SEE BLOCKING FOR OUTLOOKER OLEVOPTIO ) FIRST FOUR @ 24" O.C. SEE STRUCTURAL — ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 45*+ 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED Od FIRST OUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 40/C. CMID OFTRUSSE 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 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/(3) 10d () AT LEAST 90% OF WEB @ 8 -0" 0/C. EXTEND LEAST 90% OF @ � USP 8 FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END • ' SILL 1/2" CDX PLYWOOD OR EACH JOINT 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 7l16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 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 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" 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" 0/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION r2 STRAP MISSED VERTICAL 1 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR T '� SEE STRUGTURAL— X-BRACING, AND TOP r "' " NOTES AND NAILING SP HGAM10 W/ (4) CHORD BLOCKING 00 ;o SCHEDULE FOR SHEATHING DETAIL 4"x1-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" 1 1 1/ .. 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES ;° APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS ATTACHED W/ 2 -16d `� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT I_ll (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 TRUSSES FROM EA. 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.0 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @-/ �/ TOENAIL R 6" O/C UN NE W/ (2)16d TYPICAL UN NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �- CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" 0/C TOP CORD BLOCKING FOR USP RT16 OR x 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 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL-1 BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. SrJ 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) GABLE END BRACING DETAIL SCALE:3/4"=T-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ BACKNAIL W/ (2) 2x4 OUTLOOKER TI 10d NAILS @ 4" 16d NAILS @ 24 O/C O.C. TYPICAL TOP CORD BLOCKING FOR GABLE TRUSS WEB USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL EQUAL @ EA. OF TRUSSES @ 5 SCALE: N.T.S. S5 OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 2x4 "T" BLOCKING "L" BRACE TO EXTEND • AT LEAST 90% OF WEB 2x4 BLOCKING @ LENGTH (SEE TABLE) 48" O.C. GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING TYPICAL ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB O.C. FIELD (2)16d NAILS SINGLE "L" BRACING DETAIL 6 Cm 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. S5 BLOCKING, FASTEN WITH DIAPHRAGM 10dx3" @ 4" O/C BLOCKING @ USP HGA10 @ 36" 48" O/C O.C. GABLE TRUSS DBL. TOP STUD WALL TRUSS VERTICAL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCISSOR GABLE "T" BRACEr7 SCALE: N.T.S. S5 AS PER NIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET J/S5 CONTINUOUS SOTTO CHORD BRACINGWA MIN 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) � /N 4 nNAn 0 z w BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C _\-MOISTURE BARRIER BOND BEAM MASONRY WALL a ---- LU 0 o 0 -v z o w m o 0 o ' 0 -v d w Q q b Q o T CC L w ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 010" - 3'-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 (M o _ z z Ln U �---� Lll OUU E rti C%iZD o 0 04 C) L.L.I EE — U M M C co co _- 'O M O O N z C)� _qLLco ��.Q Q rn rn o N-CB�DC {{q 1 ��//�� ltq�i l�J ♦ ....cz> C S J J LU JJL To the best of the En +t is k I¢ti fo matigr'� d belief, the structural pla n ecirW'ons pp §�irred within these drawings comp) i}� th d� �`✓ ida Building Code -Residential 6th Edition. ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0�� m � M O Q On (10 Lr) d to •z vi Q � LL F- M ce- V Q00 a E� Z wJ C:) J �R em z a w¢6a UZ�° Z J MO. ouu6iS U coOO O z Zo Td' V j U)f z 4 z 'O Q wo > C: z 0 oP� J r-0 �ai cr`z�2ra_ K2 WzJ Uaz Q V ua S L f Z Z N U- =, Lu CY J LLJ 2:G z N H Y 4 ul In Q !~ LO z ZZ a JO 0 Cb J W = �w rn ,-+ a cn Z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 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 MAX• PROPER INSTALLATION 8"00 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,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" i X 4 3-1/4" FURRING 3/16" 0 X 3" LONG 3/16"0 X 3-1/2" LONG FURRING FURRING #5 REBAR ` 6" O.C. AND ILED W/ 8d EDGES AND 02" O.C. @ O.C., 2 ROWS STAGGERED LONG X 3/16"0 TAPCONS (TYP,) INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 ` '' BLOTAPCK@ON. 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� MASONRY THROUGH � -1 /2 DETAIL 3 �� DETAIL `STD. ^ STD. 90 ` �� 90° HOOK (TYP,) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4]Lill LF :D/ NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO SHT. SDW2-K1 2" EDGE DISMT. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAILSEl/a ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12 O.0 ffi 1 X 4 J FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' +2" NOTC F� @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 LNOTCHWEBATTHE JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5" FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS GC 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 = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BILK.) 1/4" MAX SOLID W/GROUT 8" 1-PLY PRE-ENGINEERED TRUSS Q 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) x 24" BLOCK HEADER 4' TAPCONS 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 (4) " X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # 2 x 8 45" DIAGONAL 4 10d NAILS INTO O LEAVE A CUTOUT IN O.S.B. ON THE , (2) STRAPS 2450#]) BRACES () 2 x 8 BRACEI BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ' INSTALL WDW. SCREW ANCHOR-' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TO 2'-6" TRUSS AS SHOWN FOR O.H..H. 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 TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/�' WOOD (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" x 0 �FRygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + <FjyCT N PLYWOOD SHEATHING 1-01� 5�-0° JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED DAS + REQUIRED ' /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT + ° ° : P.• #5 BAR „ „ 2-0 8 TRUSS + + SOFFIT o ►D ° 1.0 ; ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + °e 9 K Is ° IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . . . > • . ° •' �. KNOCKOUT / c� EACH TRUSS — °a ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR °�® D• MONO FOOTING i .a e.. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I 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 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24' O.C. ENTER SO IT DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCM PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ; 99 #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL . -, - �, . - k" , , -, , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") It. • . _ ., . ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ENTRY rL SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. � REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W/ (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W,M. AT PERIMETER STUDS & (1) - 5/88"" DIA. ALL STUDS COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. Iz zz EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0„ 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F.F. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP ILL v NON SHRINK GROUT., LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o u v a REINFORCING AS FOLLOWS: * SEALANT = III —II T 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. D NOT FURROW. 0 0 U ROW.- PRESS PANEL REINFORCING INTO PLACE. - D a g' _ -� c� ' z #5X6 EMBEDDED INTO * COVER PANEL 6 MIN. LAP SPLICE W/ , , �( � T — � � EXISTING FOOTING 2-#5X6' IN CONC. REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL , :° ��� ITI ai `� ' DRILL 3/4"X6" MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P. . D rn \ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° � \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE \ REMAIN FREE OF MORTAR. NOTE: "' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° b ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" EMOVE JOINTS WITH 16" MIN.Of COVER EA. WAY W DGTOOL FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 T Z (h o _ zC) U, z Cli C9 w 0 °-U E I— o 0 m ti 04 U W O C co mmM 12 O O N MIf- S U N°^' UW 't FL CO <C o, rn Q o Al BID® 1 N CfC i W ��,`No �O �W SSE :g'`���� w;LLAone %L �11//j >,O ROFCSS � To the best of the En in e g� g tion, and belief, the structural plans an $$2�1en s 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. it O Z 0 1� > U—) M Ur) z a -p d V) L d- V) Q)U� Fa- Q ,� < Q_00 Q E . Z W J � d' J oZ Eo Luo za warms oQ08o ZWW� RZZ �Rofw gzo Qo �Z S Z -a V o a U to ('� J W �f r- Ro :. 0 J Q Y X L.L.I Wiu a a Z o Q <Z Z Z N CV ooqg Waco �w�� W L: W 6¢tit O O � F V � Z Q�Z Z *k m � Z 1 J a z O oo g = ,--i 0- U0 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION NO' 2mO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CON1. MAY B FRAMED RIDGE MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS YY/ L-IVu�,w L-f-v—1 1 II\VVV YY LLJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v I T ( * ITf I-� DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �—Tg ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. ----\ A A. CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS USSES (2) 12D NAILS — I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" USP LSTA18 VERTICAL SCAB CENTERED @ 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE W/ (4) 10d TOP & BEAMS TOGETHER BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) HIP G.T USP HD4101F BUCK' T SEE ROOF PLAN FI MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UF (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR I COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM, SPLICE OVER CENTER OF POST A A � •, I SEE PLAN FOR EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME 4— RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL „c 2x8 #2 SPF RIDGE BEAM U: u AT 8'-0" MAX WOOD TRUSS i..0 2x6 #2 SYP RAFTERS FOR SPANS 4FT I USP ST18 I USP ST18 , :j TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED USP JU26 OR IF 2 PLY 7N COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN FOR LOCATION AND BEARING o. ' INTO END OF EACH FLOOR °° TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE2/D2FOR BLOCKING A -A ALTERNATE BLOCKING CORNER 4 (4) NAILS EACH SIDE) INFO) SEE FOUNDATION DETAIL @INTERIOR BEARING ° ,� PLAN FOR MORE INFO MASONRY WALL (TYPICAL) 3 , SCALE: 1/2" =1'_0" COMMON B M ATTACHMENT g WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=1'-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1 /2"=V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. I 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ 2 TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. J/S6 FOR MORE GABL LOW ROOF/WALL 12d NAILS TO EACH VERTICAL STUD SCHEDULE PLATE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. USS/ FRAMING TYRP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD 3 12d TOENAILS TO () Qa. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL ; OR BEAM . HTW20 @ 4'4" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a TRUSS 20 ° p W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION ca, 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 MANUF. SPEC'S FOR @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 7, SCALE: 3/4" = 1'-0" SCALE: 3/4"=1'-0" DETAILS &SECTIONS zon M O a U) z cn c w p OW o0 �Ln CBI— m U �M M W I— Epp — CJ C Co E-M 0 O N _ cLL00 aD n C:,� o aCrn � 0 rnQo N.0 B.D C TZ, � -o ' C �_ C M '' LU �. W LL�<.g �. To the best of the Engineer's kn , i f rmation, 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. i O C:) Z O ►> Ln ro a U—) In (A a) Ln Q � r" LL � M v, U ro a- 00 Q z�E WJ �00 �Z oe Q Lu zaa E u Q UZOXp LU W Z =8Wz (� J �a0u7 aWzo o�FzO Z �Z T�— O, 7P 0 Z ao fZ 0 ,--� U z '0 4 M w N U) 0 > z< U U)g 2 o o �Y� Xo8 LU fV Q oZao Wow Q LU ~�x0 8aUo z Z N J ri 7 Q z InoZU ��a Ln lti Z a � Z �Z m Z Z a Z 006 2 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAN D VERSION N0. 10 SHEET NO. D1 I. I.. I; a m ii,J, ,FI �I::i ,uht�:�[,�Uid bl 1ai�Ii. L; ..Vli� ��— ^' ^ "" WEATHER dE BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) 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 rvionu�u rLMOMINU EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -­, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 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 T SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPI SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING O� WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� a �o 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� 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 G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHINGNT SELF -ADHERED FLASHING �' • FOUNDATION WEEP SCREED • \ DECK JOIST Me OUTSIDE CORNER • NOT USED NOT USED Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z th 0 - o zCQ (D Q U) c/) (D � Lu O E 0 C%) o 0 F-- i� m CN CN C) N M W I_ E O U a � M � p N 'O M O N C:)Z N .�.. LL00 00 U U O y � Lo o L� cC rn v rn ¢ o N C B D C � N in N Q t9 0) O N o Z F _ �_/ d rn Z O J W Z 1, i6 (1) N - ID o w a w a W V¢n�� �W z z UM �25 mm NgE Zm ¢o Way<�� �o To the best of the Engineer's knowledge, information, and be,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 of the drawing pages bearing Engineer's signature Iportions nd seal. i CO 0 Z fIII1 O 0) f� 1­4 :L-Io ► 4 C) M 4-J III Lin a v)d- v�� %�7Q 31 CL o a .. zero W S I� W � z� g Way& oo-o " Z uJ " U Z Q 0 ZZ U4 J U) ao -.o Zz ¢o Z LLB p IM 0 o � O OU C jQ w F- LU w o� Q 0Z + 81 tiC3. i- X 6 QcUC,Con Z<°� yy T f N W C Z Q Q a ~°ob�W Z =) Z N �a�s 4�oz J T�-1 LLJ 5 Q o Z 8 o 0 L n Z oag *k In Z F Z M Z J Z ¢ Z O ^� �! rn ,- 4 a V) SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. W P ,I iL.., ri lil.,..,:.u:.. ,luk, 1,_1 11, 111 1 1 11 1 Trl USP Florida Statewide Evaluation Report Simpson Stock No. Product Approval No. Basis 12018) Stock No. A3 FL17244.1 ESR-3455 A23 H0210.2 FL17232.3 ESR-3445 HU210-2 H0212-2 FL17232.3 ESR-3446 HU212.2 HD216 FL17232.3 ESR-3445 HU216 HD216-3 FL17232.3 ESR-3445 HU216.3 HD26 FL17232.2 ESR-3445 HU26 HD28-2 FL17232.3 ESR-3445 HU28-2 HD410 FL17232.4 ESR-3445 HU410 HD412 FL17232A ESR-3445 HU412 HD610 FL17232.4 ESR-3445 HU610 HD0410 FL17241.7 ESR-3444 HUCQ410 HGA10 FL17699.1 Evaluation Report HGA10KT HGAM10 FL17699.1 Evaluation Report HGAM10KT HHCP2 FL17236.7 ESR-3448 HCP2 HTA16 FL17680.4 Evaluation Report HETA16 HTA20-18 FL17680.4 Evaluation Report HETA20 HTT16 FL17324.2 Evaluation Report HTT16 HTT45 FL17324.2 Evaluation Report HTT22 HTW16 FL17244.8 ESR-3455 HTS16 HTW20 FL17244.6 ESR-3455 HTS20 HTW24 FL17244.8 ESR-3455 HTS24 HTW30 FL17244.8 ESR-3455 HTS30 HTWM16 FL6223.2 Evaluation Report HTSM16 HTWM20 FL6223.2 Evaluation Report HTSM20 HUGT2 FL5223.3 Evaluation Report HGT2 HUGT3 FL6223.3 Evaluation Report HGT3 HUS21 D-2 FL17232.6 ESR-3445 H US210-2 HUS212-2 FL17232.6 ESR-3445 HUS212-2 HUS26 FL17232.6 ESR3445 HUS26 HUS28 FL17232.6 ESR-3445 HUS28 HUS28-2 FL17232.6 ESR-3445 HUS28.2 JL24 FL17232.7 ESR-3445 LU24 JL26 FL17232.7 ESR-3445 LU26 JUS210-2 FL17232.11 ESR-3445 LUS210-2 JUS24 FL17232.10 ESR-3445 LUS24 JUS26 FL17232.11 ESR-3445 LUS26 JUS26-2 FL17232.11 ESR-3445 LUS26-2 JUS28 FL17232.11 ESR-3445 LUS28 JUS46 FL17232A1 ESR-3445 LUS46 KLEG3 FL17241.15 ESR-3444 LEG3 KST260 FL17244.15 ESR-3455 MST60 LSTA12 FL17244.18 ESR-3455 LSTA12 LSTA15 FL17244.18 ESR-3455 LSTA15 LSTA18 FL17244.18 ESR-3455 LSTA18 LSTA24 FL17244.18 ESR-3455 LSTA24 LSTA30 FL17244.18 ESR-3455 LSTA30 LSTA36 FL17244.18 ESR-3455 LSTA36 LTS19 FL17219.2 ER-0200 LTT19 LTS20B FL17219.2 ER-0200 LTT20B LTT131 FL17219.2 ER-0200 LTT131 LTW12 FL17244.8 ESR-3455 LTS12 LUGT2 FL17240.2 ESR-3447 LGT2 MP3 FL17244.22 ESR-3455 LS30 MP34 FL17244.23 ESR-3455 A34 MP4F FL17244.24 ESR-3455 LTP4 - MP5 FL17244.22 ESR-3455 LS50 MPH3516 FL17240.3 ESR-3447 WM1416 MSTA12 FL17244.18 ESR-3455 MSTA12 MSTA15 FL17244.18 ESR-3455 MSTA15 MSTA18 FL17244.18 ESR-3455 MSTA18 MSTA24 FL17244.18 ESR-3455 MSTA24 MSTA36 FL17244.18 ESR-3455 MSTA36 MSTC40 FL17244.26 ESR-3455 MSTC40 MSTC52 FL17244.26 ESR-3455 MSTC52 MTW12 FL17244.8 ESR-3455 MTS12 MTW16 FL17244.8 ESR-3455 MTS16 MTW18 FL17244.8 ESR-3455 MTS16 MTW20 FL17244.8 ESR-3455 MTS20 MUGT15 FL17240.5 ESR3447 MGT NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 NFM35X16U FL578.3 Evaluation Report MSHA3.56/16 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 PAU66 FL17239.13 ESR-3449 GLTV3.516 PHD2A FL17219.3 ER-0200 FGTR PHXU3516 FL17241.20 ESR-3444 CS16 RFUS FL5223.5 Evaluation Report H1 RS150 FL17244.27 ESR-3455 H10 RT15 FL17236.3 ESR-3448 H10-2 RT16-2 FL17236.2 ESR-3448 H10A RT16A FL17236.2 ESR-3448 H3 RT3A FL17236.3 ESR-3448 H4 RT4 FL17236.3 ESR-3448 H5 RT5 FL17236.3 ESR-3448 H2.5 RT7 FL17236.3 ESR-3448 H2,5A RT7A FL17236.3 ESR-3448 H8 RT8A FL17236.3 ESR-3448 SP1 SPT22 FL17244.30 ESR-3455 SP2 SPT24 FL17244.31 ESR-3455 SP4 SPT4 FL17244.32 ESR-3455 SP6 SPT6 FL17244.32 E5R-3455 SPg SPT8 FL17244.32 ESR-3455 SPH4 SPTH4 FL17244.32 ESR-3455 SPH6 SPTH6 FL17244.32 ESR-3455 SPH8 SPTHB FL17244.32 ESR-3455 U24 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 TH D28 FL17232.16 ESR-3445 HHUS410 FL10855.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL1t468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.18 ESR-3445 HDQS-SDS3 FL10441.1 ESR-2330 THC612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTRM38 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200g02 t/) (D }. U ReferenceCross Florida Statewide Evaluation Report CL Product FL10446.2 Basis •� U U) FL10655.20 ESR-2549 c V •CJ) FL10655.23 ESR-2549 - 0 0 - FL10655.29 ESR-2549 Q C�L C: Q FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) = = 0 FL10655.31 ESR-2549 M O - As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the informati FL10655.34 ESR-2549 for which you are applying for a building permit. We recommend you contact your your local pro _� ^' O FL10655.44 ESR-2549 •U) ( O -W Q FL10655.45 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pre /�� Q FL10655.51 ESR-2549 FL11468.11 SIM200804 FL11470.4 SIM200803 FL11470.4 SIM200803 FL10447.2 ESR-2551 FL11473.5 SIM200802 FL11473.5 SIM200802 FL11496.1 ES-0130 FL11496.1 ES-0130 FL10456.22 ESR-2613 FL10456.23 ESR-2613 FL10456.24 ESR-2613 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Pro FL11473.11 SIM200802 FL11473.11 SIM200802 FL10456.18 ESR-2613 Clopay Building Products Residential WindCode Doors W5 FL10456.19 ESR-2613 FL10655.92 ESR-2549 FL10655.93 ESR-2549 FL10655.94 ESR-2549 FL10655.96 ESR-2549 FL10655.97 ESR-2549 FL10655.103 ESR-2549 FL10655.104 ESR-2549 FL10655.107 ESR-2549 FL10655.109 ESR-2549 FL10655.111 ESR-2549 FL10655.112 ESR-2549 mi FL10655.113 ESR-2549 FL10655.118 ESR-2549 FL10667.71 ESR-2815 FL10852.7 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.5 ESR-2105 FL11496.3 ER-130 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanw, Inc DA-4 Exahust Vent FL17202.1 N/A FL11496.3 ER-130. FL10456.29 ESR-2513 FL11470.7 SIM200803 FL10446.15 ESR-2608 FL10446.3 ESR-2606 FL10446.19 ESR-2608 FL1D446.16 ESR-2606 FL10667.86 ESR-2615 FL10852.8 ESR-2105 FL10852.8 ESR-2105 FL10852.9 ESR-2105 FL10852.9 ESR-2105 FL10852.9 ESR-2105 FL10852.11 ESR-2105 FL10852.11 ESR-2105 FL10456.33 ESR-2613 FL10456.34 ESR-2613 FL10456.35 ESR-2613 FL10456.36 ESR-2613 FL11470.9 SIM200803 FL10866.12 ESR-2616 FL10866.12 ESR-2616 FL10441.4 ESR-2330 FL10667.8 ESR-2615 FL11473.2 SIM200802 FL10852.1 ESR-2105 FL10456.5 ESR-2613 FL10456.6 ESR-2613 FL10456.7 ESR-2613 FL10455.6 ESR-2613 #^�, FL10456.13 ESR-2613 W W FL10456.14 ESR-2613 FL10456.15 ESR-2613 z U) FL10456.11 ESR-2613 FL10456.12 ESR-2613 CIO FL11470.3 SIM200803 FL10456.41 ESR-2613 CZ O FL10458.42 ESR-2813 L FL10456.43 ESR-2613 FL10456.44 ESR-2613 O l.L FL10456.45 ESR-2613 FL10456.46 ESR-2613 FL10456.47 ESR-2613 FL10456.48 ESR-2613 FL10655.141 ESR-2549 � O L. V/� V O L � z J z J SHEET NO. PA 1.0 w rt ANCHORS Simpson Strong -Tie see chart t/) (D }. U ReferenceCross Florida Statewide Evaluation Report CL Product FL10446.2 Basis •� U U) FL10655.20 ESR-2549 c V •CJ) FL10655.23 ESR-2549 - 0 0 - FL10655.29 ESR-2549 Q C�L C: Q FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) = = 0 FL10655.31 ESR-2549 M O - As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the informati FL10655.34 ESR-2549 for which you are applying for a building permit. We recommend you contact your your local pro _� ^' O FL10655.44 ESR-2549 •U) ( O -W Q FL10655.45 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pre /�� Q FL10655.51 ESR-2549 FL11468.11 SIM200804 FL11470.4 SIM200803 FL11470.4 SIM200803 FL10447.2 ESR-2551 FL11473.5 SIM200802 FL11473.5 SIM200802 FL11496.1 ES-0130 FL11496.1 ES-0130 FL10456.22 ESR-2613 FL10456.23 ESR-2613 FL10456.24 ESR-2613 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Pro FL11473.11 SIM200802 FL11473.11 SIM200802 FL10456.18 ESR-2613 Clopay Building Products Residential WindCode Doors W5 FL10456.19 ESR-2613 FL10655.92 ESR-2549 FL10655.93 ESR-2549 FL10655.94 ESR-2549 FL10655.96 ESR-2549 FL10655.97 ESR-2549 FL10655.103 ESR-2549 FL10655.104 ESR-2549 FL10655.107 ESR-2549 FL10655.109 ESR-2549 FL10655.111 ESR-2549 FL10655.112 ESR-2549 mi FL10655.113 ESR-2549 FL10655.118 ESR-2549 FL10667.71 ESR-2815 FL10852.7 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.4 ESR-2105 FL10852.5 ESR-2105 FL11496.3 ER-130 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanw, Inc DA-4 Exahust Vent FL17202.1 N/A FL11496.3 ER-130. FL10456.29 ESR-2513 FL11470.7 SIM200803 FL10446.15 ESR-2608 FL10446.3 ESR-2606 FL10446.19 ESR-2608 FL1D446.16 ESR-2606 FL10667.86 ESR-2615 FL10852.8 ESR-2105 FL10852.8 ESR-2105 FL10852.9 ESR-2105 FL10852.9 ESR-2105 FL10852.9 ESR-2105 FL10852.11 ESR-2105 FL10852.11 ESR-2105 FL10456.33 ESR-2613 FL10456.34 ESR-2613 FL10456.35 ESR-2613 FL10456.36 ESR-2613 FL11470.9 SIM200803 FL10866.12 ESR-2616 FL10866.12 ESR-2616 FL10441.4 ESR-2330 FL10667.8 ESR-2615 FL11473.2 SIM200802 FL10852.1 ESR-2105 FL10456.5 ESR-2613 FL10456.6 ESR-2613 FL10456.7 ESR-2613 FL10455.6 ESR-2613 #^�, FL10456.13 ESR-2613 W W FL10456.14 ESR-2613 FL10456.15 ESR-2613 z U) FL10456.11 ESR-2613 FL10456.12 ESR-2613 CIO FL11470.3 SIM200803 FL10456.41 ESR-2613 CZ O FL10458.42 ESR-2813 L FL10456.43 ESR-2613 FL10456.44 ESR-2613 O l.L FL10456.45 ESR-2613 FL10456.46 ESR-2613 FL10456.47 ESR-2613 FL10456.48 ESR-2613 FL10655.141 ESR-2549 � O L. V/� V O L � z J z J SHEET NO. PA 1.0 w rt ANCHORS Simpson Strong -Tie see chart on and approval numbers on the building components listed below if they will be utilized on the construction project � � -4--w Floddu Deparbwo of Burren 6 Prohasionad Reguladw Florida Dputrand of Business 6 Profesdald Regulator Flodds Dapwbnerd of IAMi1en S RobMWW Regul W lk"v codes and Wallasrdr raw , lk"V codes end Bmldarde P.w, COtleb Pmp11 Florida Depwbrerd of BuebNNM 6 Prohsriwld teguidlorl Papa, a2 .> (� 1012M imams IAMB Building Coda and Standards ,alma 0 Product Approval Application DahB Product Approval Appleadw DOW Product Approval Appliondan Oahu Product Approval MPMumn DOM Cll Q O 0 11Amml� Ru t PJNW1� Q Eras E111Nts aMe am OI�JSs.es am Site Si ib! )mule IyAWM slam Rom .dmffkL m L11llum 20 Stu YmW lREMER 29LBI Mm 20 MADWOmil AatW was aftBMNLM Ore Ymmt MwNb W mor ammALMms %dAgma alit aM amBlt011 )bl1b1W aOD1y1 MI&EM W Diu AmMmd W nmua$m � I Lo LIoy6 tMidmM DEnYt aMEmAIWe Ld1YmdBIL YLIIMW abWlW 0&Wd aeloMld ay1A RevbloA 2017 7MtmwTro CetpaelM RkA Mkbkl lyrWw F. 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