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HomeMy WebLinkAbout3136 Kresterbrooke LnnM EJ D El El F71 FIFIEi El D 1710 ❑ a El p INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.2 PRODUCTAPPROVALNUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Altemate B.A. Base Cabinet BF Basel Door Bk Sh BookShelf Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor C.T. Ceramic Tile D. Dryer DB Door Belt Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Fir. Finished Floor F.G. fixed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Foot/ Feet Ftg. Footing FIX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt Height HB Hose Bibb Int. Interior KMlall Kneewall K.S. Knee Space LaLaundry Lay. v. Lavatory L.F. Linear Ft. LL Lintel Length LT. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit. HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Red. Radius Ref. Refrigerator Req'd. Required Rm. Room Rn Round R/S Rod and ShelfF-1 SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. S Yellow Pine TB Towelwel Bar Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With W/C Water Closet WA. Wedge Anchor Wd Wood WP Water Proof REVISIONS 08-20-15 1.0 NEW BASE PLAN 1� 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 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 r*I�1`�t3 o c' K�N'� �����„ :9 01 Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. ��� ���, o�,•�J`ce`� C\�'q O ; \NP 1791 0 �pNYR,NiI� OF R P\ PN g z O z—BIB z Q a U) Z CZ cn t9 4--J w O _ e V) U o r- W now~ �M M c to th O - (cD _ U M1�10 � `2 05 `° o Q rn o I s�4iSQE�� .�Z f w � Z °.� w a -DP if LU � N O i7 To the best of the{,ngin knowle ge, infor��bn, belief, the structuralblans and�sp'eRifaA onta�r��l within these drawings'¢pjt=ly wkBTHa 2a17 Flq""' Building Code - Residential 6th 'Edi#in4. �ng)gcerY signature and seal is only for the strueWral engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0�r� I>+O M Q � M Ln QL V) HM 0 U a-'r 00 Q E Z W J� ce zaa 0 ZWZ F— Z W oLL�I�g V w Z T CR CrC UJ G rl c OLU = off. PRE . U0� �I Q Z ^ uJ � w Ln Q ti.i Z 2 V N co N 06 Z g tu = � ui 0 rn ,-i a to ui X SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. C S r, O U) N (� uJ A S3 TYP @ 1 STORY o = A N fl- `q LO N aGi 17 to O CID CD $I I I IPATIO " 1 1 -1 4'-0" H.B. R&S —L_— W.I.C. 8'-0" FLAT CLG. CARPET — — — — — — — — — — — — — — — R&S 1 12' 8" I S3 4-SH BEDROOM 2 8'-0" FLAT CLG. CARPET • -) Jt,W •.: % 1 • • : it'd � /�eo� O 25-SH O 25-SH EGRESS I EGRESS 1 I I BEDROOM 8'-0" FLAT CLG. I CARPET Cal �Ico � t CV7 4068 B.F. (D FIBERV-3q" T-8y" SURR= 60" X _ _------------- SHOR&S CCDCD"'66' N HALL 9'-4" FLAT CLG CARPET - � SUIT 1 ...EJ ■mil i � � Min M �1�i O is • i. ■�IIIIIII 1 RIK ■ _ •: " I' N, i� ` l 1 (4) 2x4 #2 SYP G - STUDS W/USP S3 I HTT4@ BASE I� u I D.W. I as 0w� L___J00 -----T--- o �� FIBERGLASS 1 CM 1 I SURROUND LJ �— 5'-0" V-`rs1" I G HAS N BOX @ S3 36' A.F F. -- — R&S- 9'-0" 1 T-8" 2'-8" 4'4- 6-10" T-7" OPT. OPT. D 0 1 -0" LA CL' . 2-12 SLOPE-) CEILING I _ 4r I 868 I I - ------------------------------------ �� Q COFAMILY ROOM _ VAULT. CLG. CAFE i� CARPET VAULT. CLG. A S3 37-8" L 35-SH O H.B. 1 I 3' I 0 4'-1" l'-3" 8'-01� L668 �N K I BEDROO 4 8'-0" FLAT CLq. CARPET i I `r �I K 2-CAR GARAGE '3 8'-0" FLAT CLG. EDGE OF SLAB 2" BEYOND WALL�o DRYER VENT�� THRU ROOF I 30681 1 OI B = I ENTRY V 1 8'-0" FLAT CLG. 4' 1 40681B.F. ------------- R&S L5 G.T. ------ I D I I S3 I I I I d S cc tM O c7 uj '- A NCO _ HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (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 18JX254 S.H. 13 20 X 38 j 18 J X 37 1 S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 4 X 62 j S.H. 16 20X72 184X714 S.H. J 32 27 1/4 X 26 26 X 25 S.H. j 33 27 1/4 X 381j N/A S.H. } 34 27 j X 50 j N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62112 S.H. 436 27 j X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 j X 251 /2 S.H. 23 37 j X 38 j 36 4 X 37 314 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 4 X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 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 Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 ! -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND q MASONRY HGT. @ 9'-4" A.F.F. <V TYP. 2x FRAME WALL = INTERIOR BEARING WALL 0 v Y INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 C. INSULATION REQ. LOCATION R-VALUE / TYPE `V EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED M EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) w GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) UU110 z o CD 93 ;if Z a z V) C9 Q� cn �--� W O W = E �Vi _oo U W �� C tp M go U o _ U � � '� IT o law.. " =Jl I Zz o I�J U) Z d SE W f o , To the best of the ngin ery ISnowledge, infRrldp' ron, bellef, the structurat.}ylins aniespet'tfkeQbttt tdntai(�ti within these drawings'y with fh,6 2017 Fly Building Code - Residential 6tH E,�I;ion.l €n91�'S signature and seal is only for the strihtural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O z NO 0 � N �LO >-,�Mp M Q V) M Lf) cn•�� G.0 ON Q LL M QV CL 00 z§ W J � d- Z w� za f a F O 0 1% 22 z z z 0p�!�w J U11 � F N Zw® L ^ LL Q) CC > f z Ily- I� O L �3 0 � U = T w w O P J N �0 Z �¢ 0LLJ 3 W.- Z J Ln r-4 W d,�0 V"I CC G z�d U (3) Z z uj �� m O o g i rn .-4 a cn f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 1.0 11 a MIRROR 4 0 Fo a OWNER'S BATH KITCHEN ISLAND 0 cq BATH 2 L40 M HOOD �I 9 0 fV 0 0 RANGE fV KITCHEN 0 O f'7 o� 0 (V 0 OPT.fV REF. KITCHEN INTERIOR ELEVATIONS U� o zCD z co 93 z a V) C9 ate-+ W CQ p 0 LU E can ly M 2 U CS iz- 0 Q rn �i o Al1N B D. C a D C 44`��'�Sitdnntt LL 1 Sg To the best of the Er `hd belief, the structural pladlf"8r;;ppedfications 4vt�y�ifA d within these drawings compil%J�t tl1l42Q� Florida Building Code - Residential 6th Edition. engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Zr-4 0v I> -ty)Mp M Q U-) 'p LO Q v�u� F— �" M 0C U a 00 Q � E z W C:) � o 2 W zaa a- �/� pp 19 tu Z .0 2 z V J J LLI 8&H W g O �W U = z OZ a z ��� u- w J Ln rl IJ.J Q 6i � z� Zo a z Lin N pl Z ZLU o� o g NLU SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 2.0 02 —N 0 T.O.P. ©pppppp Mom- • ' • I�, : :_ Imo, — ---HEEL MEN � FEE I_ o000000a • �_- 0000a000 , ILA JIM11F I� FJ IM11011 riffin 16-0" RIDGE VENT 4'-0" RIDGE VENT 12 �5 ----------------------------------------- - - - - - - - - ----------------------------------------------------1'-9" - -- TEXTURED 2,_0„ CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 25 SH25SH -------------------------------------------- FRONT ELEVATION - Al RIGHT ELEVATION - Al SCALE: 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 at 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. z�® z�z awad V) (D � w �U — OLU V) C)rNi LU w f- ch C N th N O Ono _ ILL 00 ¢ for U) p U.) v gi o B D. -it kilt R U) A w f4 _a & 5 31 LL <.4 To the best of the En ,ne k pp��JJled and belief, the structural plans anytow, 2dlt ained 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 C*4 0 � r\ �>-+HMO M Q U-) 'p G. in •L Cr r LL CC U Q 00 E Zfo CD W J ko J Z W zaa vJ t�ZU0 0 g�Lu W 112 �- W J 1 � LU A` W LUz Z LU u z a w C U = Q o . 0 o J N O u4 a ILL 0 `aoo Q u,c z z J Ln �c r-1 Q zg N k N Z tj rn0 00 � 2 9 ,-a a cn f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 3.1 �Ia r- 21 E: nL I 12 5� T.O.M. 771 HDRHGT. ---------------- - �_�" EXTENDED OVERHANG TO BE TEXTURED CENTERED ON DOOR O CEMENTICIOUS FINISH ON C.M.U. ca (TYP.) 25 SH 25 SH F.FL. 5068 SGD 12 5� -- — — ------------------------------------------ 1'-0" 2'-0" 01 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 16-0" RIDGE VENT 12 !Z�ZQ5 4'-0" RIDGE VENT 12 zz:::�5 REAR ELEVATION - Al HEEL , 12 �5 N --------- T.O.M. , ----------- --- -- HDRHGT. TEXTURED _ CEMENTICIOUS o FINISH ON C.M.U. co w (TYP.) 35SH----------------------------- ]--------- [-]----------------------------- -1-[----F.FL. SCALE: 1 /4"=V-0" LEFT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 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 FOLLOWNG VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA! UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. Zo z� z a V) (D (1) N 4--J w O = �CIO ~ o0 m^ C)� ® ~ H MC ch N O CD LO ¢ Cn Ci Al B D. o�}}III11 �C o SJE Z oU) N�a� LLI{ZIL. WLL N a5� •.0 3v'� 2 4u To the best of the Er', r' iA;Ar io belief, the structural pra d specif ons con r ��RRjj� tta�gg within these drawings com y Building Code - Residential 6thEdlt b er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 M O M (pLn a cn •� �r Ln Ha � U_ .-. V a� Q �00 Z WJ CD z ce za U) fa Fz C_) g WU z� w ` J LU J g L W w 0 a0 gz Z 0 C3 a V = Q Q LU �Lu o LL . C i- o �06 0 I= zu,io=l Q V_ a��a z Cr c r W L1i Q Zg 6 N *k N Z U 0 co 0 06 g = 9 rn .-i a fn £ SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO• 4wO SHEET NO. 3.2 00 N M 2" 1" 2" *NOTE: VARIES 1'-10" 1" CAP CAP N N FOAM TO BE USED 1" RADIUS ih ONLY WHEN REQUIRED BY ^ - 1/2" RADIUS 31/2" RADIUS �v f° N 00 c COMMUNITY SPECS. IF NOT, DETAIL TO BE OPENING VARIES 2" 2."�, N 3/4„ RADIUS V-54' BUILT W/ STUCCO. 1/2" RADIUS 1" 1" N EDGE OF 1" 4" VARIES - �'N-44' 1'-0" 1■ OPENING _ VARIES 1,4" oil c 21' VARIES 1'-4" ih r N 11„ 2 VARIES 1 " 1.1 1 1/2" RADIUS 4" 3F J" v _ e c0 ra 4"42 N 2" VARIES 12 3'z 11 �2 1" 2 1/2" RADIUS L r tG ^� 3" 2„ 2' V. 1" BASE BASE 1'-8" / • N , 1 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN _ io REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 a ' 1'-6" 1" V-4" 1" DETAIL TO BE Z" 2" BUILT W/ STUCCO. 2a" EDGE OF OPENING �,� low , 0 , 1-1/2" THICK 1-1/2" THICK 4" 10" N 2". 4 .ems 10" 6" e N -- c s e e rn s CD e e N IV' M N 4" 3" 6" 2° N 2" � w Q cn w Q c� > > 1-1/2" THICK 3, 21" 4 2'-4" 1'-10" I`-''' v " 1'-5" 52" -IN 1' 4" 3" N (D `r4" 00 C7 �1" 1 *- VARIES VARIES VARIES DZ w 2�' cr > ^M I • VARIES VARIES r4l" 8" 3" Q� 7b s •- e r--------- N N 00 I a* 03� (YR 6" 4" WKENE F11 L KEYSTONE F11 00 OPTIONAL ISN 2 4a '� R44r„ ;y LT' 2„ N 1• GARAGE DR. OPENING 4" 3'4' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14 1'-64" 14 1' 2'-1" 1 2 SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-1 5a" T-8" �" N 1" 4" T-0" 4" ;- e 10„ 1-4" 10" O N CID 00 co (V 1 N 1" e o EW (V �1.1" e e o� 1 RrOry ;- 12 N� �I�- r GENERAL NOTES: N _ t� e • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH U z � z z�LON Q a U) z C V) 0 Q) C—/3 w *U — O � M ~- U m l„ ■ ~ Cl) � C N M O O N _ y :9 LL co C) Qrn (2-.00 00 0 �iQo BID C O L I Z cn o> M L.L w� i ii to tL N C Uj ti as W ¢ c •- � � z = 5 co LLg E w m d:2� 10 aaasR4� o ❑❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z cV 0 � n CCD) 4) M M Q v �' CCOOLn Lj- a H oC 0— a *O COQ z WLU Z W �a a ggggqg o: OOd ,o Z z J � IW J W �Z® g� L Q p C cn 3 rl Cr p W uj o� PRE J x g 082 � o zLli t^-I Q z fiz N CD N 00 z g t z O = rn ,--1 0- cn £ SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. F 1 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 CENTER NEMA1 200 AMP n 200 amp 150 amp copper to lights d outlets copper to 20 amp ckts •2 copper to WH 3 copper to Dryer or 4/0 SER Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 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 cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FF WEATHERPROOF DUPLEX OUTLET y W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET g SPECIAL PURPOSE OUTLET � DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET N N WALL SWITCH 00 7 $3 THREE-WAY SWITCH a �'4 FOUR-WAY SWITCH R RHEOSTAT SWITCH it CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE 00 g WALL MOUNTED LIGHT FIXTURE J ORECESSED LIGHT FIXTURE M `I LIGHT FIXTURE WITH PULL CHAIN 0o P.C. TRACK LIGHT tr FLOURESCENT LIGHT FIXTURE =moo+ O EXHAUST FAN ;0/ EXHAUST FAN/LIGHT COMBINATION Q ELECTRIC DOOR OPERATOR (OPTIONAL) w N CH CHIMES (OPTIONAL) i a E PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) a� L` ® TELEVISION (OPTIONAL) 0 o ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER cc i owl ELECTRIC PANEL CL —�I DISCONNECT SWITCH oD ® SPEAKER (OPTIONAL) N �/> .; ROUGH -IN FOR OPT. CEILING FAN U J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN 99 (1) PHONE LINE, (1) DATA PORT H. VERIFY METER LOCATION WITH BUILDER lli7 ROUGH -IN FOR '• •' • • MM • - LIGHT PRE-WIR&\ 12 0 _LIGHT PRE -WIRE — 12 _ LIGHT PRE-W / IRE A ptl]l*•M � r — If DEDICATED RECEPTACLE � �. lir II II IU 111 II II •• FOR FOR MICROWAVE •' • ••D PER SPECS_ • LIGHT PRE -WIRE ------------- OW - • �� I • ' -iII C • LLI Mass1I ' . I I, i• , I � � • LL LU 1P 2-CAR GARAGE � 111 � � — 'a, � •ill; F� i � ���� �- • _ ^ 111 I ■ �111 aGARAGE - w uwsannnauu SPECSLIGHT AS IGARAGE PER — DOOR GFI EPA) WP _ I GFI ow T PRE -WIRE I m�v • • _ A.F.F. FAMILY ROOM •,� . �`ir"�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111 ---------- 111------------------ ------------------ H.B. MAIN ELECTRICAL PLAN SCALE: Y4"=1'-0" F 0 0 ; Z z a z CZ Ln 0 C-f'> Q O D-V) EE U N � ri w t3 W ® ~ Ep ch 12 to t7 - N O O C Al I I �v J aas• � ,.rd � W C � L.L J co LL N i0 l.l.l I.L W— =L-9 a� z g N w 7� 4N o LLN m m Z�W°'mx 2T p W N Q O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i< 0 Z N O P-4 4-J C M O M aU-) MLr' a •0 N N a)LL G. ^ oC � Q 0000 Z (0 WJ 11.0 W ;r �z80, acl: tzw WE H Z M2 S��® Q g � LL Q U = U W �W o J W qg�� J XO S� U J W ar Q s Z LLUU Lr) di �u E a WLn 2: L Z U a Im Z I m O 00 5 rn ,- 4 a to f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO' 4nO SHEET NO. 4.0 V Q v _ 00 S J N M N tro tz a 0 ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1l300 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 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comice 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. Z� z z Q a v/ cn +_J w 0M_ o IDU — 0 c Lh 2- E ce ru C) U LLI m n C11 C to " O O _ pNp c 00 U Q Of rn o o o < A 1 BID,, N C 8•D C q�-, ti r '� ;;;���JJJVVV= — •° �Nf4a' ', N fg ✓�! � E � �fg��t � c3 To the best of the EngineE dledge;46Fraatlon, and belief, the structural plans arickli4dillichtibns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z fV 0 0) N > z U.) fh CD M M In a tn•Ld' 0 CL L LL � �' � M p� U d 00 Q � � Z f0 W J to d' Z w� Z 1 fa - 6Z80 �U azi J O � li U W L � O T' �3 o '-� Q W J U_ 0 PRE 0 �oa� 0 a z� be w Ln J ri LU z z 0, r4 m N 06 Z Z g 9 = cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 5.0 it I t a N E E 0 s 5'-2" 1. 6'-0" 1. 6'-0" 3�A H.B+ S3 3'-0" 1. T-10" 6 4'-0" 1. T-10" 1. 4'-8" 1. 4' ih CP • 1 a _� I 3-1/2n MIN 2500 PSI CONC \ I 11 I "' SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER I I ; ■ \ �Gi (3000 PSI CONC. SLAB FOR 0'-0" HERNANDO COUNTY ONLY) \\ 13'-5i CJ T-2" CJ 11 CJ CJ CJ \ 1 \\\\ o I 1Gil I coC�p I ....... I .■ ................... r \ \ I co a1 :: F- N _ N .......... d . F A CJ : CJ CJ I 111 I o0 � (2) #5 REBAR S3 1 I o : S3 VERTICALS w/ in I I I . 1 I 11$" I' FILLED CELL m 23'-11" 2'-10., 4'-1 " M 1 I I 2'-6" G I 1 I • K o co N I 2'-6"x2'-6"x1'-0" S3 CJ : F = _ - SINK W4141 _ _ N W/ 3-#5 E.W. KITCHEN ISLAND I DWI I C ASE TO oo 11 1 1 I S3 J ■ • I LOW WALLS ... L _ __ _ _ _ _ I ISLAND I - --.. ;111 I:.......� ---=----=-- :: L — — — —I r CD CJ I I CJ CJ :: CJ LO 4'-0" G S3 I :: -3 1/2" SLOPE I 1 37'-54" I 121'-24" F 32'44" 4'-8g" (2) #5 REBAR �• J VERTICALS in m o -31/2" I S3 I I I PROVIDE 1 Y" RECESS^a - — • • w/ I I ` {- I FILLED CELL HVAC CHASE \ I W.H. FOR SGD. REFER TO in I •- BASED ON TYP L_ — — MASON'S SLOPE FOR I I LOCATION AHU ----------+— ---------I � STEPS AS I WIDTH ( CJ INDICATES FILLED CELL w/ 3000 7.. .._.....— CJ C N REQUIRED I &0'-0" PSI CONC. GROUT FROM FT. TO I 2'-0" 4'-0" 2'-0" 6'-O" �11 PER FIELD I BEAM W/ (1) #5 REBAR VERT 1 I _ T CONDITIONS I ABOVE SLAB TYP @ ALL PLACES PLACES SHOWN HOOKED FTG. r: TOP OF CONC./ PAVER TO BE 4" _ 31/2' SLOPE BELOW FIN. FLR. c,, � ( DOWELS 5" EMBED W/ 25" EXT. "' PROVIDE Y2" x 9" fV L — — — — — — ABOVE SLAB "GRADE 40 STEEL" — — — — — — — — RECESS FOR FRT. DOOR . _laJ s T q H.B. L S3 S3 2'-6" x 2'-6" x V-0" T-O" TYP W/ (3) #5'S E.W. 7'-1s 6-2j" 6-0" 2'-9" 5'-2" 5'-1" 64" 5'-0" '-0" 16-0" FOUNDATION PLAN SCALE'. e"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w -r --=— w U) n CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" .; :' #5 CONT REINF. SEE .: ; .: • '•_ FND. FOR QUANTITY ;; ;•:.; ;r #5 X 25" X 25" CORNER ' �•• " �•" ' �' BAR ONE FOR EA. ' •• HORIZ. REBAR, TYP. .'•..... U.N.O. • •• ' "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" M U z c z Z Q a Z w O LU � W C W M O OCn N _ U s�2 Y iz Q A m a � Lao Q 01 A' B Do " c B D c ,fit ;Lnsi,� c�� •..J - -..1 = LU l.L Of. LU :. v[nrn �• WF!•'c'`,6 Cal To the best of the Engineers 6Jn rgt bq�i7't ; and belief, the structural plans and spec A bntained 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 0 � I\ � M O z M Q(n'0Ln M �•�,� (n ON zz (1) Ln ILL a�'o-o Z CS W J� �z 333W� a z g48o Q z J z `J` z w 0 Z O Z® ^, W T U cn 3 O o a U = O W �9 0 IdP 0 I O U �U4o Z o J ri Uj z Ln N Q Z *k NZ Z tj 0 oo g = a SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 6.0 a`> 00 00 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8- 8d RT3 610 525 8 - 8d X 1 1/2" E META201 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA201 2235 10 -10d x 1 1/2" G H10A 1 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 1061.112 HTT4 2715 518" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. 126 10dxl-112" HTT5 3225 518" ANCH, 1(28)10dxl-112 K HD3B 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B 4505 3785 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I I IS26 116511070 ** 10 5/915 ** 8 -10d x 3" JUS26 111511060** — 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 -1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 1 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10 -1 Od SPT22 1 685 1 8 - 1 Od SP2 1065 605 12-10d SPT24 1 1030 1 12-10d HCP2 1 645 555 12-1 Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (8) 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 eo QTF STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS L q� LEDGER) (A) INTERSECTIONS. SPLICING NT 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 0 (Dt� Z o Z Z Q VON rZ Z Un Q) C) 4--� w (D _ra Q w O = v(z U o0 M w so~ th C , M O oN _ t��i U o7 N t M coo A Y CL o C Q Im ,n $ v `E```, \"" O •F •a (OQ�N� loW _ ,d IO' ti• � Z E �; To the best of the Engineer fle�dge, pmformatigqgqh�% belief, the structural plans and e d8i! within these drawings comply with the T2 k'o�rid' a ' Yd2F�d' 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 lV 0 (v N z r>-I V)Mp M Q Ln fU Ln 0- in v- E: V) C) Q L- U- a .. z F- fa Z �, Cfa Z LU J 0 Z W0 za f F Z > w¢ga vQU Z S Z Z (DOw E FL $ J Ee 8 Z ��© L � Z Z O U, 3: O = O Of z V— V—�$ o 0 J 0 w O J o 6 UUC ce rj �. Cr b�< Z U. S J r-f Ln r-i o lJ.l Q a w l Ln N N Q z Z t Z 91g;m m _ 06 :5 •-i a cn 2 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO" 4n0 SHEET NO. 7.0 02 a`> N S 00 CD CD ?4 a 00 2 0 s GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of Ilntel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8, Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical loa Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1T FORM dt GROUT SOLID o �w � J O /5 13AR CONT. 8F12-1 B/1 T n (Z"V LINTEL DETAIL SCALE = N.T.S. on IIVIV IF =FILLED #S(1)REBAR IN. (i) REQ'D ALTERNATE POWERS WITH GROUT S UNFILLED R =RECESESSED CLEAR STEEL LINTEL ° QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY rS ° ° ,M,U, #5 REBAR AT TOP a w e° C MIN. (1) REaD 4 1-1/2" CLEAR Q � -4 " 8F16- B/1T �. z ° ° GROUT D T y ¢ a° 4 C.M.U. NOMINAL, QUANTITY OF a 5 REBAR AT rn = - rn w WIDTH #5 REBAR AT TOP o BOTTOM OF LINTEL CAVITY u�1 z F 4 - t{I U O w 9 nn NOMINAL-° -BOTTOM ❑❑ it ci X � 1 Z6 A HEIGHT REINFORCING Q ¢ 0M 7-5/8"ACTUAL PROVIDED IN LL o w w • b 3 D 6 D #5 REBAR AT BOTTC 8" NOMINAL WIDTH LINTEL , y iY 2 QQ �, �o AS INDICATED (VARIES) a MATERIALS 16 GAUGE POWERS cTi' precasflintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. rotc 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) OF O T-10" LL W-6" LL O O T-10" LL O 17'-4" LL O MIN. LINTEL PLAN SCALE: %4'=1'-0" Z c Z Q a Z ^Ln' c "W cn w CD00 p OLU (� E Vi ♦♦�`� C) 0 0 �M L U M C r0 GM N O _o CD _ : § LL GOD v Q M Axe O G�Z1. y U) H = w o LL To the best of the Engineer:stmowledge, infor,ms� ••kis and belief, the structural plans and spa4figapb}��r�t�Ined within these drawings comply with the 2617 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Zr4 � 0 � CD >(nMp M Q 0 Ln n. cn •L" � a. n Q� V a * I 00 Q E Z fa WJ C) B� Z a f G F. Y UZOO p�?OOU Z w Z Q Z Z W 0�fH U w GOO L ZO Z3 � o v0 _ � �f o� gLUU099 r'j_z J 9<o Z 0 Z a u_ J ram-( Lij Lij�a�,$0 H Z o $~ N Q Z a) N Z Z �j11 m Uj = W Z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 8.0 02 a -7-11 uNi NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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. LOWERED 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, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), 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 TR11-14. 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/fMS 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 TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL+ WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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 1 y" GROUT FILLED MASONRY: YV 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4,3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED TESTRUCTURAL SHEATHING 15/32 EXP 1 OR 7/16" TR RA S UCTU L 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 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 'S 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 ad. (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. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. IrrigatiorV26nkter ssyystems includingg all risers and spray heads shall n6t be installed A hin V-0" of the building side wall. 4. FBC-R 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. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R 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. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R 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. FBC-R 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" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T A 0 REVIEW E ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" 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. CDVM Col z� Z a a Z Q) U -' +w 0 Lij E o U Cj W ® �� C f0 M co O L co cLo$� Q rn C o obi Al1 BID- N C B�D C olfoe �((yy Is. ygW pp �,rnW'9,.. W Ck I v f 4, t9 aaff, M < e 6 � " ,M .6;( ru LL "A ` 0 - W. • N M t�k.,. .• To the best of the Engineer's k oWf `.4d �IWbi jon, 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. 1f O O Z CV 0 � N > (/) M O M <� f0Ln to O Ln Q LL a a� a 3'" 00 ca Z WW-1 l00 J W � zaa Lu z z 8 K.coQ z Q `-I` w Elul 0 8 U W 2 cg kz Tq O M. 'Q U = o u_ Igg �� NCn aQ Z ,^� o J t-I ll! Lij or. Z U $a~ N ¢ z N Z Z I�-.Wz ao w W ,-a a 0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SIN 00 ES Q CORNER OF HOME GARAGE SIDE eje co 0 N N J 10'-0" TANK -LESS W/H H C G O O O 5'-0" - STUB -OUT FOR 1 ��� o o GAS METER O 0 a _ � U fV = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING f� w J en 0 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++ + + 6'0" + 6'-0" +++ ++ + + + + ++ ++ + + + + + + + + + + ++ + + + ++ + + + + + + + + + + + + + + + + + ++++++ + ++ + + + + + + + + + + + ++ + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + 4.+++ +++ cry — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 , 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1 � ,K FILL CELL Cn w C< STD. 90" CONT, #5 HOOK BAR STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8'b #5 CONT. THRU FROM BOLT FOUNDATION 1' TO HIGHEST BOND BEAM STEP 1 BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small 2" min. 2" max gap 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 ___7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. v'/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate ® BCI 5000s 9-1/2" i' 11-7/8 d 2-8d 82 2-8d 3_8d 14" 2-8d BCI6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s� 11-7/8" 2-8d 3-8d 14" 1 2-8d I 5-8d 16" 2-8d _ 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d I.0 SIMPSC w/ (22) NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* L Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6'b.k:. for all joist blocking panel *Non -stacking walls require additional consideration.— 6" 2 6"s 7=ROUND DO NOT CUT HOLES BE CUT ANYWHERE INLARGER THAN 1Y" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'4" V-2" V-2" V-3" V-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2"rr-2 Any 16" joist 12 V-0" 1'-1" V-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9"Span (ft) 16 V-0" 1'-1" 1'-2" V-2" V-7" 2-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" _ 20 V-0" V-1 " 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " W-11 " 7'-11 " 8'-11 " 24 V-0" 1'4" V-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'4" 9'-6" 10' 9" 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 A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) 70 11 1 Nail with 10-10d nails. — Installtight to top flange. SLEEVE THRU STEM i. • SEE PLAN FOR °• • . • FOUNDATION INFO a • o ' 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. /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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth I —JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A • • (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE d PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE Al 0. d'd d Z I \ • a • Zc � 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 d v ' .a d •' e a °' d da G V d, d < d - - -I a SEE FND. PLN. SIZE & REINF. zo 01 (D z� a V) 0 tN "U — 0 w tN/1 o .� U W &'tn C MCc,■■ O c U 00 ,zo ¢� Sao B D. t7 �- a Z M a U) J ;110 " LL V ci u< a FL.: ` , a a d w vsuJ A qg To the best of the Engineer's n edtlgtl, In hiiatioppff,�,'0 d belief, the structural plans.gnd specifications c�orttLd within these drawings comply with ithe 2¢17c a 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 N 0 (V o-0(z >-r V) M pO � M Q z Q � LL � rL U a00 z E z CD WJ � z LU zda L"ZOU wZQ z W �o n o u_ �o w�Z > O8 DC za3 Q U =LU V PRE I- �+` 0 J cc p �8�sy PV K s 5�6< s Z ^�� J ri � LL! Q � Z (V N Z �Ln W m 00 g = �0 9 rn ,--I a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 tP') VARIES / 5/8" OR 1/2" HIGH --- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & , @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 (2) LAYERS TYPE I OR TYPE 11 0 (#15 OR #30) UNDERLAYMENT S8" t> 4 FOR ROOF PITCH 4:12 OR LESS.PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ -I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SELEV. VARIES FOR ADDITIONAL SLAB �N1 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH VK (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4 O.C. @ BOUNDARIES, 6 O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR )2" ° a A.F.F. @ 24" O.C.) e ° ° cl Z MIN. a e a, Q ELEV. 4-3 1/2" �31/2" d ° a e a ° ° ° ° 2x4 CONT. a A.F.F. o LL .. c d g e c CV °O rr r- 0 • ti TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'1 INSULATION PER CHART ON FLOOR PLAN 31MPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 0-7 sr,�ru— � lll-1�■ �r "11=11 GARAGE DEPTH VA�IES All U.N.O. GARAGE.■ AT ■ ■ BEARING■ • ■ ■ SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR "SHEAR WALL" SCALE: 3/4'1 S3 S\�os�GVP ON"0 5 �cil G TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ @ (2)16d TOE NAILS @ EACH END EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2' min.)-4" o n"(min...),; 4„ _ I ° I I (2) #5 CONT. 4" '-4' erg" U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0° S3 EXTERIOR WALL a 8 C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS x STUDS @ 16" 0/C �- � NOTE: 8"x8"X16" KNOCK -OUT BLOCK W/ N CONT. 1"1 P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL O FINISH PER C. 926 3 7/8" ADDITIONAL INFORMATION SEE CC/S3 OR N YERS W/ TOTAL OTAL THICKNESS OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS 8"C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL D LAYER 1/8" THICK. [3F K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4.01/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR END OF 2" x PLATEARCHITECTURAL TYP. ASSUMED FINISHED ci ER MANUF, #3 OR #4 REINFORCING BAR w , pr • •�lI1/2"GYPSUM WALLBOARD • • • - I i��=U'�I 1i'--'F11FCELLS(SEE FOOTING MONO SHO�1� , FINISH D r25" MIN. LAP ' [GRADE.1 .1 11�-1�1'r.�•l11-9!�;�1�� �� _ ._-----------------------------..__.__- I ti1• • • - ••- —Il ll— Ilt--11 11'� I .:.:__—A %iii #5 REINFORCING BAR R 17/8" 1 1. - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH d 4 I —II — L _ c ,�—Ilc IIA11�71I--all, I , . • 1 �� -- 4"x4" INSPECTION NOTE: ° D� % I, — — — — — — M e — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH g III=1=III=III=1 I=1 11= N *FOR BEARING WALL =i 1=I I I=ITI-►TI-ITI-I I_ COMP. SOIL. (COMPACTED TO P (TYP.) 8" 1'-4" 8" � FILLED CELL TYPICAL ONLY _ _ _ _ _ _ _ _ _ _ __ — — _—i' 95%MODIFIED PROCTOR ASTM — — —aw., 10"W/UPLIFT N 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER _MIN. III=III=I I=III=III=III=1 =) =1 I I=1I=III=I 1=III= I I=1 I =1 I I -I I I. 1 Ili 1 11 III 11 III1=I I=I 1=1 1-1 II II II II IF D1557) I I I I r 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. ; II I II it II II I II I —1 I I —I I_I —III_— , #6 LAP SPLICE TYPICAL INTERIOR BEARING ,o CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE "_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 a_ , " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 „_ , „ SCALE: 3/4 -1-0 S3 c SLAB INFORMATION. SLAB INFORMATION. M ° L I 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES00 6 x 6 W1.4 x W1.4 , ' � 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3j SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR ► z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS co g ► BARRIER i 1 p N a a - GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° J COMP. SOIL. • a oo — TOP OF BEAM &LAYOUT DESIGN a .. N (COMPACTED TO 95% -° (1) #5 REBAR w/ OPT. SEE ROOF PLAN a �_' A. . .' . c a ' a N MODIFIED PROCTOR _ -S �FNCLOSURE FOR STRUCTURAL E = _ 4. i ASTM D1557 ) _ BEAM SIZE & r c , 3 MIN. CLR. " (2) #5 REBAR CONT. I I 4" ' 'r PLATE CONNECTION INFO r> d' - • � ON 3" CHAIRS TYP. L4- 1'-4" STD. 90 NOOK (SEE MIN. 7/16" I I U.N.O. DETAIL) °s.e. I 2x4 #2 SYP P.T. FRAMING w/ i MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8- = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. � v SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 w � SCHEDULE OPTION #1 1/2" GYP. BD. a > SEE TYP. WALL SECTION FOR ADDITIONAL a P.T. 2x > SLAB INFORMATION. HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM Uj STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D.,,_ o �p -0 NT. BEAD SEALANT & BASE CONNECTION INFO. OPT: DEPRESS SLAB 5 Y " ,rM SCALE. 3/4 -1-0S3 ~ DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR 2X STUDS @ 24 O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE = PAVERS /DRIVEWAY EXPANSION JOINT ° ` ° .31/2" � COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND o CONCRETE SLAB 14 O.H.D. RECESS 13' � O.H.D. RECESS E <° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING y PAVERS z -c 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL M CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS E EMBEDMENT @ 12" O.C. _ TO FOUNDATION PAD 4 c :. , ::. ' " • • " ' a•; :.. • " �'J STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' • ' M ' ' ` "' �. ' • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M •t ,';. _ •` •. y •' (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT = w/ MIN. (2j #5 VERTICALS o� Z GRAD a `i '.' . :.: 4" ;Q I •' .• oo TENSION 120#) CONCRETE SLAB E _ M FILLED SOLID (SEE PLAN FOR - _ _ = a _ 11, = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) U c3 - _ ° a• =1 I I=1 I= =1 '.:• •, WWF OR FIBERMESH T Z � Lu—III—I =III=III=III—I I w I I I I I I. III=III_ cl-t N BRICK PAVERS or SLAB PER p o v I a z SEE A/s3 OR J/S6 = SEE ws3 OR J/ss �, a a M 6 MIL VAPOR - i'r — �� = I I=1 I=1 — I I 1=1 I 1=1 I = = - _ l 1L �'i 0'-0" FIN. FLR. COMMUNITY SPECS ° 4— M =1 =1 I=1 1=1 11=1 I I I I =1 11=1 I I—= W III III=III—III=III= I I I (=I I =I I I—' FOOTING V 0o FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER —III—I =1I1=1I —I I —I I1=1 1=1I I- 1=1 1=1 1=1 I1=1I =11I I1I— BEYOND 4 ,- N a " 1 (1 STOR ) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) V (1 ST RY) _Ill 1 1 1 1 1 li i l l I I'- :: s ..• : • :. I I—III—� �— PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) M 1' " (2 STOR) V-8" (2 ST RY) „ 4 411 SEE FOUNDATION • • C°NC.PAD INFO. FOOTING WIDTH ' •• ' •' ' ' '•• It SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED ....:..... COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 � y' V-W SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. U' zo z�z a t� z a-1U O � e U dM LU ■ ®� I - M Ui 9 U- co r` ¢ � �a�o B D. " c� vv Z` rg c. I_•• ' 4•� L., CLi �k d To the best oft F•gglnaEr'� knowledge, infQrW$ n, belief, the structufa�,plpns Cf�pe aaeq iZdntai within these drawin&j ply with'thi✓Y017 FloriA .`` Building Code - Resident6th+6ditjq°'t 'Er�irf�eer's" signature and seal is only for t6llssttrr�dtturel YngineerIng portions of the drawing pages bearing Engineer's signature and seal. 1f O Z N O � N C) I> Ln M Q 'gyp Ln a cn •,_ � a U- cn IY V a 00 E00 z WJ C) W — za f< (n J rzda UZoo U U, aU LLj � o W 0 R H J U �Z Q }o Z C 06 v, 3 O 1� 0 U = Q z � �a L� O� I:u-V�0-Vo o 0 J N 0 Uw 0E 0 �ae� <o Q� Z Z J Ln I.I..I Q Li G Z$ 2 V uj N O� Z _°, m Orn o �• SCALE . AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S3 (MONO) I— — — — — — I 12 _\TYP) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING (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 —, 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\-2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 14 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d BLOCKING (TYR) co NAILS AT EACH STUD 0 2x P.T. PLATE ROOFTRUSS N ;t 5/8" x 10" "J" BOLT @ 24" O/C MAX zi; W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) LO N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT Go 1 #5 VERT. IN CONC. FILLED CELL W/ 4 STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� ISCALE: N.T.S. S4 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 WI DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q 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 W1(1) #5 FOR CONCRETE PLACEMENT 7 -8' / STD. 9CfHOOK_/ .• OPENING FILLED CELL W1 (1) #5 VESEE RTICAL �>•fl� Him UII ���IIII Illi� ■�■III I{I�■ �11111 IIII' ��I�t IIl��■ NOTES: lO 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO S 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL--\ BLOCK WALL ABOVE. N J piV f lJJ o G S4 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 3 KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS 00 N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY i MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) y FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL o = SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET cca 7_ TROWEL FINISH SEE o GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR ;, TRAVEL DIRECTION OF GARAGE DOOR a a MOUNTING BASE DETAIL a SCALE: N.T.S. C 4 ° 8 G G A N SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 0 m 7 5/8" 8° 7 5/8" 8" 7 5/8" 8" I I _Q i — V-- i SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR — ❑ ❑ WALL ❑ ❑ ❑ ❑FiT 4v ❑ 1 ST 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct 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) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END a ° d WALL ° ° a DOOR STOP Lu W a 4 MOLDING 4 01 2x TOP PLATE Cn V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. 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. CRICKET AS REQUIRED/ SIMPSON SP2 w/ (12)10d NAILS AT EACH 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 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT 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 E SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 2"x BUILT-UP COLUMN, SOLID MEMBER OR THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON P.L.1.8E Fb=2400 PSI (AS PER PLANS) PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 ° ° • HTT4 w/ (18)10d NAILS (3610# SPF) SPLICE NAILS TOTAL) EA. SIDE OF • HTT5 wl (26)10d NAILS (4670# SPF) • ' ir& SPLICE STAGGERED ° ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) • iLjj • 00 ° ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • 10d @ 8" 0/C HDUII�DS2.5 w/ (30)1!4 x 21/2 SDS (6865# SPF) sr . �NC�c • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" p EMBEDMENT w/ WASHER & NUT STAGGERED FROM BOT. "�� ATTACH ALL J C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & REINF. INFO. W/MOUNTING ANGLE W/ (4 16d TOENAILS TO 7�P PLATE NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT w/ WASHER & NUT FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD a • FOR HDU11 USE 1" DIA. x 12"EPDXIED A.T.R. AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W WASHER & NUT TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SP4 SP2 SIMPSON SP4 3P2 YFFSIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING _ SECTION P T SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �0l't' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10dx11/2"AT EA 1 STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 �N�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_",� SCALE: N.T.S. S4 SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 da 4 LINTEL ADDITIONAL DETAILS RECESS LINTEL ° SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SPi SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING ° i I 4 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 N 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O!C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY Ko'R� SCALE: N.T.S. S4 CD z$ zCc z a t� U 4—J W � p •0 LL.I U W ' ~-8 prNiM C f6 M 0L _ £ `L Al1N B D. C,6•D C `Rg tit�Q`$oroi U) z0z ("I zJ rmka L it ��,c•' LL5 N a C7 ��-i•.i. • u tw" To the best of the E er'" r ledgg•0_f4 r� on, belief, the structural p1t �+d s06ciA.Io�s contV within these drawings r-oiIsiS�w.ith the 2017.,FIor(�a Building Code- Residential 6th'gdiikrl. �jigilhehr's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C:) Z 0 1� � v) M �MLn a. cn •L d- Q ". Ln LL fl., M U cv a �� WJ Z 0 d' uo uj zaa c"SZO0, W zUZ w .LU J J 0 8 Zr'Se L r113 J a U = LLu O LL O J Q . 0 ZO �YIQQ-' I g U W �o a`au� Z Ln o�Z .w.l rl� Lii Q Z $ Z a Lu Z N k Z Z � � z Cal (N� Uj o az uj SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. S4 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 1 Od 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL " n NOTCH L BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS ' SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 Al EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT FASTENED APPROX. 8" FROM SHEATHING TYP. EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ ; AT LEAST 90% OF WEB 10d & (2) 10d TOEE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4'T" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'7" ON TOP OF PANEL 1 Odx3@ 4" O/C " BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. 55 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR � =' SEE STRUCTURAL OUTLOOKER @ 24" 0/C X-BRACING, AND TOP "' NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `O `° °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF T711 WOOD TRUSSES ;° co APPROX. 8" FROM SHEATHING TYP. �77 RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING EACH JOINT W/ (2) It AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED (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 W/ 1 Od NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF ; E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ 12)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA, x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS". EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF r. NON — LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING m SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �8� SECTION g ADDITIONAL INFORMATION. S r- it in SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x NAILING SCHEDULE FOR n " 1 Od x 1 12" AT EA. 1 12" AT EA STUD 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES (USE BACKNAIL wl (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER 0136 FOR 2x6 WALL USE " @ 24" O.C. NAILING SCHEDULE FOR OU TLOOKER @ 24"O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45' t 24 MAX. TOP CORD BLOCKING 45"t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF 72X4ICKER OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L"BRACE TO EXTEND SHEATHING TYP. 2x48"O.C. EACH JOINT W/ (3) 10d AT LEAST WEB " O/C. EXTEND AT LEAST 90% OF ' MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) (SEE A APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) -- — — — ——j SIMPSON HGAM1i W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU E 3 MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2)16d PER JOINT x 00 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1Odx3" O/C a�Y 2nx4'--: TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL NAILS _.... ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 3 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE c AND LOCATION) i 6.9 1 MAX. 2 S5 O x v c i a t.� 0 E 6 � S5 i 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 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 %L BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 124" O/C (TYP) 0 z w BRACING w/ (3)1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -j FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'fT' BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IIYi'ui ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON —LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o U' a s ✓9 CORNERJACK Y v¢ cr W z cr 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION L z_a z� z a z cl vi Ui w 0 Lu t/1 c U c" �M w c to O o cal _ u_00 � ¢m�� o^ Al1 BID. " C B D C --p; � �q�j�lllltl� Z W " 'i"pr in u"(`(�-jj ••' •l A ' —� J Ecm t,A Zip a ! . Fu A i L O ©' CIC, To the best of ine 's kndMvle� e,tin orm@@L�jql a\ ecifl ati,Qrys�cp�1'tAine� within these drawing/ yMi�i Rl7 Florid\` belief, the structu 4a{jpI�apaes Building Code -Reside Edition. En in signature and seal is onl11 ri{i<Itkhieering portions of the drawing beanng EngineePs signature and seal. O z 0r� co 00 M Q '0 L! 0-cn•in �� Q W2M CL M . 0000 Q3iu o'-I z W �� d' J �Z W za f� U Z�Z �W o0 W8 L N C1) 8 Z w O ULu Z_ oW o Q 0� o ILL ce a O W O Z3 J Ln � IJ.A di Z a Z *k (ON N Z Z t 0° O 06 g = a W T-1 I a(j) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. S5 N a cS N m d r- S 00 N M DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4E1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX. 8" � ♦ TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR HT. SD DETAILS PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. R FOR CONN. DETAILS 1X4 #5 REBAR (TYP,) #** 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` AND IDGES AND 1LED W/ 8d 02MO.00 FIELD 6" O.C. 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1� MASONRY THROUGH 1-1 /2 DETAIL 3 �� DETAIL STD. 9V ` /� D. 90 HOOK (IYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. - WEB 3/16" x 3 -1/2" TAPCON @ 16" iX4 P.T. 1 v 10 METAL SEAT PLATE O.C. & 4 FROM " 3/16 x 3 -1/2 DOOR JAMB (REFER " 1 X 4 1/2 DRYWALLLJIL —1 NOTE: DOOR JAMB REFER EACH END W/ MIN. ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF BAND " TO SHT. SDW2-K1 2 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 — J FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' ±2" NOTC @FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ SCREWS 2X8 P.T. 2X8 ` 2x P.T. AS REQ'D STAGGERED @ 16" O.C. L ' ` NTO BAND JOIST & (4) 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5 NOTCH WEB AT E ' FIRST 2COURSES ` TITENINTOK.O.BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T,S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16110 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0n 8" •. SOLID wrGRour � 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS " 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) , 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 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 DAAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ." � SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • �' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN '.,. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. .• • INSTALL WDW. SCREW ANCHOR—, x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE DETAILS A WDW. OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER INSTALLATION DETAILS TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY NAILS @ 8" O.C. x0V (2) 10dTO FRyq ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TRUSS TO TRUSS TOP CHORD N SCALE: N.T.S. SS O.C. 12 + IFNG + TN PLYWOOD SHEATHING 1�_0ti 5�_0�� JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► `Q EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX e 2'-0" 8" TRUSS + SOFFIT + ° , ► . ►: ' > :° ' #5 BAR �. BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + lot, p • ` ° . ° CENTERED W/ K BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP • e ° IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS _ e: ' KNOCKOUT / "E-A` CHAIR BLOCK ° 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR • MONO FOOTING _ •°• •'►° •e SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 s OR INSULATION 2 x 8 VERT. BRACES INSIDE TO ALLOW F7 () ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .► • DIRT b z TO BE INSTALLED _j BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °ffTANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4'%' WOOD ) () FOR OVER HANG U(MAX. FILLED CELL �— 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY 4'-0") , :. ,"k- %•I . L. ; _ . L, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" THRU OSB INTO 2 x 8 O.C. Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN B-B AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3l4" =1'-0" is� SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 D EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET' > #5x6' EMBEDDED INTO EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a � Z O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER g�_0�� F F EPDXY MIN. 6" EMBEDMENT & Cn FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °►' THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n e w a A REINFORCING AS FOLLOWS: �— Q 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - : ' SEALANT _ ' po e g * zzzz v z #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ e ° EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° FILLED CELL SMOOTH. DO NO FURROW. ° ►'. N DRILL 3/4"4"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. ► 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 NOTE: M ° ► \ I REMAIN FREE OF MORTAR. z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° 4 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ► (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -_ 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z$ z� Z Q t/) 0� c w C6 p 0 w U dM w ~ C M LL N _ LL ., co 0 Q. C%¢d Al BID. N C a D C *I f/7 xyo w re 1p �• J E Inc . tJi a• W � E rn� LL� MCP L y •�N•¢•O f To the best of the En s s kno I fo and belief, the st drawing lcomP�ifscptjgq� ned drawings within these com I 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 0c� 0 r O M Q V M L^ a cn•�„� Q Q) Ln a z ,� a,U M,.q O z ii E Wlqr Z J ko J Lu zaa EE80, ZujUzj �z LLI Lu'. oimYce !j® L z 8 z oC z rl U =Lu Lu F ILRo O J Q< p W �082 l N C)gaog. LU Q z ^ a o uj E o $ �s J � Y Q Uj Q Z � f a a wl-z Ln N k � Z ju, zz z o 0 (N � ^ 4Z J LLJ Z a W SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 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—i 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/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 9 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING 10 MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. CB m r--1uV `.LV l-r'tVl1 11\VVV vv{-LJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH v M * M 14 TB M 7 PRE—ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — 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 (2) 12D NAILS -- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) L.SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN 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 SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. BM, SPLICE OVER CENTER OF POST A A I SEE PLAN FOR /-ib, 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 RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)1Od PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSONLUS26 w/ (8)10d NAILS Y_ AT 8'-0" MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS' SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. sEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & ND CALF 1 Od NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION N 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLE SEE 2/D2 FOR T & B CHORD STEEL OR WOOD SUPPORT (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) BEARING o EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL •° SCREWS EACH SIDE) (TYPICAL) a A -A ALTERNATE BLOCKING CORNER d SECTION AT LOW ROOF g SEE FOUNDATION DETAIL @ INTERIOR BEARING ,, PLAN FOR MORE INFO SCALE: 1/2"=1'-0" 3 SCCD ALE: 1/2" = 1'-0" COMMON BM. ATTACHMENTK'j8 WOOD TRUSS 92 8 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS LID TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT o SCALE: 1 /2"=V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ 10 10d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT 1`Od 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) NAILSSIMPSON AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS Q PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES �2 STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL NAILS TO EACH VERTICAL N ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) S E. SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ ROOFS O/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x 1 Od NAILS OR (2) 16d NAILS 1 1/2" NAIL(22) OCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON°TO BELOW @ S6" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP & BOIT OM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. • STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO . NAILS @ ITRUSS FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE i Y ROOF SYSTEM TOP OF WALL . OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ o MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. ij � •' „ W/ 1/2 X8 EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2 FLOOR G.T. () x6 BLOCKING UNDER MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. e� SECTION @ FLOOR FOR CONNECTION 16d NAILS AT EACH END CONNECTIONS TO G.T. N EXTERIOR. WALL SECTION @ ENTRY r8 CONNECTION 22 SECTION AT HIP GABLE K12 SECTION @ BUMP OUT 39 SCALE: 3/4" = ,'-0" SCALE: 3/4" = 1'-O" SCALE: 3/4" = 70" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS m U z$ z�z a z Cz to (_D � "' LU 0 L E U 0) Cce) ' eca —8 a� 000 = U r"oo N no � o Qm Lo Sao A D• N .C.,.� �,�\\\ltttiilfps 0 • s O ' LL f N fh •'p ' F To the best of the Eh l is' atio'n,, belief, the structural plan[41qg��g�7ryy spedirca ions co ned within these drawings cotlpv i¢Ngtpq Qg$�Ripi BuildingCode - Residential 6th Editi � h ln�ear's signature and seal is only for the structural engineering portions ofthe drawing pages bearing Engineer's signature and seal. 1f O Z N 0 CU N �>-I�Mp fM Q 'p Lr) a cn •� d- Q tLL- z U CL 00 a ZQ� E� � Z � 0 W 1 tD 3 W za W QIram Oz8O Mceu ZLULLI 0�z 92.j O=u-� inu ' ^L W z15 O Z O z oC U vi 3 w W Q U = LLI 9x 8{IJW 7 r ZO W o �d N 0 z<o �aza3 Q Z W C JO .. FC Z LU E Q z u III N Q Z Q z Z Z U m (N� ^i g y W SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WEATHER WEATHER RESISITIVE BARRIER (ASSEMBLED WMDGW ) 2 �- WEATHER s RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - X DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE 1�4 SELF -ADHERED FLASHING �o WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) IM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD la 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 Fez �o RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground [O� Water Resistant Barrier rn Lath SELF -ADHERED FLASHING Sheathing g CD Stucco d AN d. in DOGBLE _InI SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED FLASHING N SELF -ADHERED F>LASHING 1 N i 3" MIN 2 E5 SELF -ADHERED SELF -ADHERED 4 ¢ FLASHING FLASHING Q 5 SELF -ADHERED FLASHING W SELF -ADHERED FLASHING W • DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED ' • , v LO N F- I 00 �I 0 x 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 in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st 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 \'"=--a"E"A \2. Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE im P, ft e 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ul 0 Z a Z Z Q a Z0 t/) 0 Q) rn "I--J L.0 O LU E 51 t�ZD I_ U ii o m Np� M W ' E - $ C f0 M Lovch O o0 _" o 0 �1::- (--.6 L �- Q Ci B Vv co C N N_ � N o p p N Q M Z d Z O Z = � di f•N'] O W 4 � � Z W LL W _ 03W V z U) CD YN l0 W IM < pf W Nam [m] 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. 9 0 0 Z N �l� O-f 19 1­4 CD Z > (/) M O M Q - In 0. to .L �- 0 Q �LL� CL OC U Q E Z C W J� 'Cr J oZ Za �p 400 c U Z g�W J 8��$ L N ZIN Z LLJ 0 oC LL O � p N rl 0 ;a U =W W 0cc I� 0 J QUY P X UQJ 6 N 3;:�aiY U mm o a d- x: Z Z Z a ,o�Z J rl I Q LJJ Z Z U $Wv ~ W 2 N N Z m O [ �"+ z4 J Lu a W rn ,--I a cn f SCALE : AS NOTED DATE : 3/16/2018 TECH: M.IAMES VERSION NO. 4nO SHEET NO. WP SIMPSON Strong -Tie March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes S 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies #het joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01761 Test A4ethod far Mechanical Fasteners in Wood. Both methods determine a connector's allowable bad as the lowest of the following; 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2018 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work With product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 ]-Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when B will be re-evaluated by Simpson Strong -Tie. Please visit wrwv.stronotie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. AP4 Keith Cullum, P.E, LEED AP dwfBDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75089 Phone: 972.542.0325 Fax 972.542.4139 www.atronatie.can $+ 1 "L;..a '-"\y"-.avfr' A3 C`d' FL17244.1 S�-..�„f .-1x .> �% ESR-3455 ..3.iJ�'{. .�„�« `ti'� d.. _ A23 _ FL10446.2 •.:�' _ �,' Ryp"as+^ �r. a``a. �:�.afi +•w[<�"- �`i+y,_. 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FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 F1_17244.8 ESR3455 HTS30 FL10456.26 ESR-2813 HTWM16 FL6223.2 Evaluation Repot HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210.2 FL10856-R4 ESR-2549 HUS212.2 FL17232.6 ESR-3445 HUS212-2 FL10856,11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10555.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS28-2 FL17232.11 ESR-3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 WS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LE03 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852A ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2106 LSTA24 F1.17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA38 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-26M MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2608 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2608 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 1`00852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA38 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10466.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/18 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PH02A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17238.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A F1.17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTaA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10458.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 F1.17232.13 ESR-3445 HHUS28-2 FL10855.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28.2 FL17232.18 ESR-3445 HGUS5.25/12 FL11488.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.18 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481,1 +67.01.67.0 psf ThermaTru Firber-Classic and SmootMStsr (NON -IMPACT) FL20461,6 +67,0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.01.67.0 psf ThermaTru Classio-Craft and Benchmark FL15225.1 +67.01.67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-87.0 psf ThermaTru FlberClassic, Smoothster, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 pat PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (SX7) F1_15279.37 +30.0/-32.0 psf Clopay Building Products Residential WlndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WB (BX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series5500 FL239.7 S. HORIZONTAL SLIDER MI Wndows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf PGT Series5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA PGT Series5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank tap Siding and HardlaPlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 per C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 1Sib Felt Undedayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Baal rile Saxony 9W FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply 8 Manufacturing, LLC 0.032" Aluminum GuKok 16" wide roof panel FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storrs Panels FL15076.1 - FL15076.2 N/A All American Shutters 8 Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FLIMA N/A MiTsk Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did no demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N N cn to N U AL Q� L O O W C .� CU U (U O CU Cn CO 1- O N O E LL O^' ."n -0 ccn W Q Q !E 0 .� �� /JU� V CX Q �i Tr r �W W r� U) \`V O CL CL U O SHEET NO. PA 1.0 Q� Q� Florida DepaMlent of Butdmu & PmbsgonN RegldMon Florida DeperhnaM of Business & Professional Regulation Florida Deprtnnmt of ft,* M & Proi UWW Rsguistim Buildup Codes and Standards Pepsi BAling Coda and Standards regal Budding Codes and Standards pao 1 Florida DeparMNnt of Business & Professional Regulation Rpu Pep 1 as _ en U DehN lawlee VMIs 1410me Budding Codes and Standards +reaote Product Approval Appdcrltlon Product Approval Application Doing Product Approval Application Detall O .8..e Product Approval Application Detall Q = 0 Dry room O1 8OMlLdi am aloha[ go gas DOLBMEN ao 2w � no gall Baazmdm no Ys■■ Ilmeam 29am gods sa tm Yee gm 2OLbo" no � CD-O >� Shdoa Itltri■L gaamw IoobsLAll®u YeNaOdoL YsWleld 4WW0 !lMiA■md AR®ad Lma �! 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