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HomeMy WebLinkAbout3059 Moulden Hollow DrI _ _ 1 1 11111_ LLB 1l J_ _ _II _ _ 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 - - — s — =�= WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS Aeo_ - _ - ---T q r _ _ T— PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS T- — _-� ---P A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius— ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. A.H.U. Above Finished Floor Air Handler Unit FIX Fixed Req'd. Required ALT, B.A. Alternate Base Cabinet Galv. Galvanized G.C. General Contractor Rm. R/S Room Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf I� FE7:1 FE71 FD7 ��� E] Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Bot. Beam Bottom Hdr. Header Hgt. Height S.F. Sh. Square Ft. Shelves ❑ ❑ FE71 El D Ll B.P. BRG. Bypass door Bearing HB Hose Bibb777 Int. Interior SHT S.L. Sheet Side Lights Ll ❑ ❑ a Cir. Circle Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint Col. Column K.S. Knee Space Sq. Square S.Y.P. Southern Yellow Pine ❑ FF--j Laun. Laundry Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken ` D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical g D.S. Drawer Stack M.L. Mir U.C. Under Counter D.V. Dryer Vent Mir. Mirror ror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T.S. Not to Scale VB Vanity Base N Elec. Electrical Opn'g. Opening Vert. Vertical NElev. Elevation Opt. Optional V.L. Versalam °2 Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With .- Fin. Mr. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot LO REVISIONS N 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 0 3 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES N g MEAN ROOF 30 FT. HIGH TYPICAL E FOR 2 STORY HOMES y DRAWINGE THIS DESIGN IS `v FORMONTHS AD ER THE DATE 1TD 14 IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID F4 Notice to Builder & All Subcontractors c *4x �� It is the intent of Designer/Engineer listed in the titleblock of these „� L ���^, r u nwi� ;Ir _, AI c�G.e� Jv�._ LING .� 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 OF - review all the information contained in these documents, prior to ���,=+A i�IGES c the commencement of any work. The Designer/Engineer are not � a 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 found in these documents. Any questions regarding the information found in these Ninformation REV�E�/ ( rh (A CITY . -_.' -- -- vHt*��, 1791 plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be ONER considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the ``' agreement. z z�z Q a z U1 0 � w OLU E �(A U �� m M & th W ���"..���.�..;, — Gj W D M N :N O o p0p LL U 5 Q rn no iCLI rn < o BD. Nc tr rW -N o A F UX W lJ �.. Q n� 8 ',_•, � o m lir` a o . • 25, .� To the best of the Engineer's IQdg2� jr�hMa n, and belief, the structural plans and spechlall contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering Portions of the drawing pages bearing Engineer's signature and seal. O O Z IV 0 n �> U) M QV'pLn a cn•��' N LL ZoC a V a o Q E fu WZ J � Mi �Z w Z r?OU gww� �� sjL o�E8 U LU W Zo Z g w �E OU �_ o Z = V ui O u- pCZ) se P O. V K N Zai�� LU .�� Z w u LU Lr) Q Zap~ �dw2 N No Z L cor � Z LU�w rn T-4 d SCALE : AS NOTED DATE : 3/16/2018 TECH : MJAM ES VERSION NO. 4wO SHEET NO. C S 11 I I i 11 1 111 L -11 II - III ' i- I _ I ! •I I 1 IRrs 111111 0 w M 00 8'-0" FLAT CLG. CARPET -------R&S -- ---- wr O U) U) W N i3 W S3 I TYP @ 1 STORY OWN R'S SUIT 8'-0" FLAT qLG. CARPET - A ' N (4) 2x4 #2 SYP G STUDS W/USP S3 HTT4@ BASE IC 1WIN TB' R --. fiBA�1`H_ 2668 8 -0 'FLAT CLG G. ... . - TILE- 2668 5'-32 A BEDROOM 2 8'-0" FLAT CLG. CARPET O 25-SH EGRESS T-10" O 25-SH EGRESS I BEDROOM 8'-0" FLAT CLG. ! CARPET 4068 B.F. W WE FIBERGLASS SURROUNDN 8-34 3'-84' 0'4" 0 N HALL 60" X 36"--------------- cl) SHOWER R&S 9'-4" FLAT CLG. CARPET - - - - 16" DEEP -, - -=- - - -.' 66 PANTRY --- O --- = W 30 — 30 s - cQ to° L T1L -N -- RANGE -- - - . - -- ! N KI�Tt HEN -- - - - - bAT-H - - „ - 8- 11 TILE' C. n 9 = FT CLG t " 0 FLAT, CL T" SINK v# DISp -� ! -- - - - - - -- - -T - - - - I I I _ 00 Ia. w D.W.to 00 I FIBERGLASS N ( f - I ----------- co SURROUND _ JJ I I Ij N H1 �� << r 5'-0" V-5$' I G - -- - - HANSC N BOX @ - S3 36' A.F F. -- - R&S- 9'-0" I T-8" 2'-8" 4'-3" 6'-10" 1 T-7" I 1 19 2.19 SLOPE . 1 CEILING I 6 1 O C6 1 op PATIO O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / , M / FAMILY ROOM VAULT. CLG. CAFE / CARPET VAULT. CLG. / 30'-0" CARPET UT a0 N ui n Oz OZ / Cq _w _- CNW Nv NU 71'-:3;" 4'-1" 20'-8" I BEDROO 4 8'-0" FLAT CLO. CARPET I 2-CAR GAR GE 8'-0" FLAT CLG. EDGE OF SLAB 2" BEYOND WALL DRYER VENT THRU ROOF I DOW_____.--__—��. OYEP 4 �:. .LA ENTRY L_ HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=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 20 X 26 18 } X 25 4 S.H. 13 20X38J 184X37i S.H. 14 20 X 501 184 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 18JX714 S.H. 4.32 27 1/4 X 26 26 X 25 S.H. } 33 27 1/4 X 38 N/A S.H. } 34 27 j X 50 j N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 } X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is 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 !east 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 QE +26.6 / -28.0 OF +26.6 / -32.2 GO SEE SN SHEET HO SEE SN SHEET [:1:4:0MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION E 1ST FLOOR LIVING AREA 1817 y LIVING TOTAL 1817 E 21'-5" 16'-3" 4'-8" 1'-4" s 37'-8" 6-0" 15'-0" GARAGE 427 FRONT ENTRY 32 M I I TOTAL AREA 2276 INSULATION REQ. LOCAION R-VLUE / TYPE EXT CO CTWALL R4.1HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) N w GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI z O Z z Q a U) z Cn UI w O Lu E o 0 U w ` F--- o� coM c *pM to • co U LL OO _ oD ao Q rn au Z oCi Al, BID.1. xceoc r'l v dfir`� 0 10 ton c 0) S ........ um W y ' 1 E S Hk�- v To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0�N > rn O M Q 0 Ln a F-a LL QC U CL o a E" WJo� Z to �o J Z w za f F- u VZOp Z W 2 g z �W z u, W�$ 8 L �3 0 h ILL O z U = r- uj Q X8 fV 1=�cc z<S J �Z¢ I Z a E a 0� J r-I 111 HZU V N Q Z Wuj~ �Z O Z Z C0 0 00 g Uj �Z w SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO, 4s0 SHEET NO. 1.0 II :I I I I 1 I 11 1 1 0 11 11 11 ! 1 _ I All - -- -- i - 0 MIRROR MIRROR 0 9 LO OWNER'S BATH BATH 2 7 N h cV N I 00 rn c a� v v S LO �O J N —N I N S O �_ " 0 (UII DW o N i O E II ai S + L c KITCHEN ISLAND KITCHEN KITCHEN J 53 0 0 U I U N .o a a N t\O M INTERIOR ELEVATIONS W SCALE: 1/2"=1'41 �0 0 OPT. C� z M o _ z�z Q -j 11 U1 CD � w 01ra o — O LU E can TIMU a o m~ 04 U w E F— m C) c m Cl) O O cc", U� C6a8 0 0 Q tm in �i Q o B 1 B Do N C a D C UUzCN � �,� � � . W ,� L W ¢ ems Ck z:� a a z\ Z � �OIa. �" � ,N •b W N �.f 9.r) ,�.r 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 zC) 0 r� >�rno M < M Ln a cn•L� Q L ICY- v a 00 a a z WJ ko s� �a F w¢iY1 zce wwQ �Uz VJ `2a a0'EZz >a0in a V WF N C8 L w N, ON z z0 Q Qu fz z OC O 4 ccLj- L T W O aJ QLn L O u- 0 UOa'�s �$pa 4t aa3 W Faw Z Z $ado J Ln q Q 2 z`- �orz Zo V Q Z N z � Z O o g = az f rn r-+ a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. 2.0 r� w I 1 11 I I I I I I I' I t t_ 111121 ., e x t jr-1I nr r I _111 1' 1 l L _ 1 11 I 1 1 f 1 H 1l'wn, 1, , Ill It III. t ---- — --- — 111 rl If _ I I I I. v it L0p O r M cV O N 1 rb rn r� v x CD rM O CV 02 a 00 N IN N E O r- _ _o _ 6 co = F5 F4 12 12 —y- -- 5 TEXTURED BAND 1 ��� o000000a 16-0" RIDGE VENT - 4'-0" RIDGE VENT - 12 12 T.O.P. T.O.M. HDR HGT. ------------------------- --------------------------------------- — -- 10 TEXTURED 21 _0 11 0EMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH F. FL. FRONT ELEVATION - Al SCALE: 1 /4"=1'-0" RIGHT ELEVATION - Al 1 /4"=1'-011 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O'Hagin Vents Needed 0 CD" zo z�z Q C3 to U a--+ lU (DIM o O LU E U m m� r� ~ O o No LL- _t. <<:- _ �o Q rn A< ci A , f M O O a Z tar � — �a z •. • rjl � O F EOf F0r'f`l111l11 `���� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z� 0 � N I>' -I O 1`0 Q 'v Ln a cn •,_ � Ln ON Q Q) — Ln d ILL �\ oC U a Q 00 c z W J� 0z w� zan fa �a o: O g�cco z zz �z ppw0Lo O�LLg L© w W ZZ QO g Z � /� I.i Q 5 '^^ to 3 �z W z U = Q �f o� C O U cc . N A Cr LL_ gab w0� Z 09 W Ln ti.1 u2 aao0Z a�� J rj IJ.I a z o �~ N p Q Z Z Cal o :5 L ¢Z ?--Ig06 f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4v0 SHEET NO. 3.1 00 a 00 12 5F�7 12 �5 T.O.M.- HDR HGT. -- ----------------- -- - - - - - - - - - - - -- EXTENDED OVERHANG TO BE TEXTURED CENTERED ON DOOR C:)- CEMENTICIOUS °O 00 _I FINISH ON C.M.U. co (TYP.) 25 SH 25 SH F.FL. 5068 SGD 16-0" RIDGE VENT 12 5 12 5 � 4'-0" RIDGE VENT 12 �5 REAR ELEVATION - Al HEEL — —� - T1=�ti�-� T.O.M. HDR HGT. -- — —------------------------------------------------------------------------- —----------------------------- — 1'-0" 2'-Olt TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS Q FINISH ON C.M.U. FINISH ON C.M.U. o? 00 (TYP.) (TYP.) ZID 35 SH -------------------------------------------------------------------------------- ---- LEFT ELEVATION - Al 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 66.25 = Amount of O'Hagin Vents Needed wn z M — o El z(D E3 a Uz 1, Q) CD 4-- J w O LU c T e '- m U �In M W ~ C co CO O O N ILL. CO CO �i L Y CL C> U')) G. v ¢ QL Q CJ BID. N C B D C T� - to . i IMF2 3 3 CQ . W � d. W <Z A 4 m _ IY C9 co6 'tm ,9.41�9 N F E S S To the best of the Engineer's kn mation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z1714 0 (1) N ►>a��0 M Q 'v Ln 0- H a LL Q U Q r-I W Z z za fa C) Z ~ C eX 0 OZwZQ: z p��o F 8 Z Z V, 8 � Z � .20J Wa" 8 W U� iN L J LLI z z f z 1� cal 0 U, 0 Z U 2 Q Q Lnou o WrJ Uo�� Z�o J InL1J � a�� la- Z o Q Z �a wFl— duJz N k ON Z 0 0o g = ¢ z r, .-I a U) f SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AMES VERSION NO. 4n0 SHEET NO. 3.2 I. �_ I _ _:_ i. 11 11. 1 I 1 U ' . - I!'_ --A-L_. 1 1 1_ __ 1 _ _ VARIES CAP _ CAP 2" 2" *NOTE: N Z th 1 N FOAM TO BE USED 1" RADIUS Cl)_ z CD N ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS Cl) '� z REQUIRED BY r,N Q COMMUNITY ^ 3/4" RADIUS 4 1 -54' Ma iv oo SPECS. IF NOT, N� CO DETAIL TO BE 1" 2" OPENING VARIES 2"2 fq z BUILT W/ STUCCO. 1/2" RADIUS (/) C9 iv 1" 4" VARIES M� .�N 1'-0" QJ — EDGE OF 4 -J w 1• OPENING VARIES V_4 b 21 VARIES . V — M z 1z' VARIES 1.. 1-4-1C iv ITN 1 " 1'-O" 1 " C/ 11 =) O O 1 1/2" RADIUS .� U d M 41" 2. . t- LU ��M 341' 2 1/2" RADIUS U c a 4all I I I I in r �i -14 n o y O N r'�v „F �p I Q rn 9 C O c r$ia '-� —� CO � ' x�c -"Dc 1 1" VARIES 12 3z" 11" 3z cNir� B Do 3„ 2., z„ BASE BASE N ITN O � N V-g" N M1d 1„ 1 4 a .jNi 80Q� o, . Z W« M C M J F z a • j a:N x2 w I� Wf7 d N W So cr_ �N m co d m M W N Q J 0 'NOTE: VARIES 8" 2" v FOAM TO BE USED 19 To the best of the Engineer's knowledge, information, and 3„ ONLY WHEN belief, the structural plans and specif cations contained � within these drawings comply with the 2017 Florida REQUIRED BY V-6" Building Code- Residential 6th Edition. Engineer's SPECS. IF NOT, 1" OPENING VARIES c' � � 11" signature and seal is only orthe structura engineering COMMUNITY �N portions of the drawing pages bearing Engineer's signature " 1'-4" ,r,� _�� and seal. DETAIL TO BE 2.' 2, '�1 v BUILT W/ STUCCO. I 24" • EDGE OF OPENING d-d ' 1-1/2" THICK 1-1/2" THICK 0 CV 10" �I_N 10" 24„ N � � b CD - - C, M 11 6" w w O 2„ 2., 4" 3,. 2,. 2- iv r N z N N > > M O 0 O OEli O > ''/^1 FBI V / M O En 1-1/2" THICK - - -- ---- - 321 a can �- °' a Q Q)LL Ln v - --- . 2'4 1' 10" --- ---- F- Q M �` f0 25 _ T 52 1 5 52- - Q U CL C 5 " V-4" 3„ -- - z fp 4 N ^v z W 1 N 4" VARIES VARIES i lL — 2 VARIES VARIES 0 c 4„ 8" -- -- - f ¢ = waste LU F _ _ 6" 4" KEYSTONE F11 0 = KEYSTONE F11 00 480, o C14.. a OPTIONAL OPTIONAL l o w C FV <V J O Z o pp _ /� O W N -� ' 4" GARAGE DR. OPENING 4" 3 a 4" WINDOW OPENING 4" L J � i i NOTE: L 0 o cu INSTALL OVER STONE, TYP. f z • FIN. TO HAVE TRADITIONAL >_ �_ z VARIES • • LOOK & SMOOTH FINISH z cr .3. o ' EM • FOAM/ EPS MATERIAL IS ACCEPTED � o o NOTE: 0 O a 3 •FIN. TO HAVE TRADITIONAL LOOK & V-4" V = SMOOTH FINISH 14° 1, 64„ 14. 12„ SLU 54" 1'-1 4" ��„ a o a 2" ¢_ • FOAM/ EPS MATERIAL IS ACCEPTED �" N w o `� � 1 4,. 3�_0�� 4"--- 10" 1'-4" 10" N . . N z¢O ul S 00 CD - N 1 —_-------- z �� co " <V - - - J L �--1 11 O Z u / S F F 1.. --------- — N ¢ z Z _ - - ---ri Rs z - o w ;� In O 06 z N - - -- - r--, ,--1 a U0 U y - ---- SCALE: AS NOTED °° o IT - - DATE : 3/16/2018 q� --- - TECH: MJAMES 1" Rro„ VERSION NO. 4sO 00 1 2 N GENERAL NOTES: SHEET N0. M � - ,I� • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 0 ACRYLIC SAND FINISH 1 11 11 1 I 11 11 1'I 1-1 1 111 1' 1 01 1 1 __1� 1 I I I 1 1 I_ Iff 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 upper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer 2 Alu I I I 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 co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FPF WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET S SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR � 220 VOLT OUTLET N CN �' WALL SWITCH �'3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE LO g WALL MOUNTED LIGHT FIXTURE J O RECESSED LIGHT FIXTURE � 0 LIGHT FIXTURE WITH PULL CHAIN 0*114 C. TRACK LIGHT }� FLOURESCENT LIGHT FIXTURE O EXHAUST FAN 3 ;Qt EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) i CH CHIMES (OPTIONAL) PIT O PUSHBUTTON SWITCH (OPTIONAL) oSD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) o` TELEPHONE (OPTIONAL) CnN L` © TELEVISION (OPTIONAL) 0 o ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. a c01 O THERMOSTAT i J ELECTRIC METER 'o i ELECTRIC PANEL a _ I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) o cV ^ ^ l to( ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT AC PAD DISC. WP GFI WP PATIO I I ROUGH -IN FOR OPT. CLG. FAN/ ' LIGHT PRE -WIRE OW Nt R' SUITE I BEDROOM 2 ROUGH-IJOR '\\ 12 OPT. CLG. AN/ LIGHT PRE- IRE DEDICATED RECEPTACLE O FOR MICROWAVE RANGE G HOOD PER SPECS—_ -- UU G-ElTr — GFI—_^ RAG - - -- - - - - t� - -� KITHE — -- --!� U.C. SWITCH--- - - - Gftl — 11 FOR DISPOSAL -- DW I •SINKw/- S.D I DIL W O- L_ L=� —O---TDISP f IGFI---- --J GFIi � O I / � / I ROUGH -IN F�R / / OPT. CLG. F N/ LIGHT / PRE -WIRE FAMILY ROOM / T-0" ------------ PENDANT AS PER SPECS I CAFE / 3 i VERIFY METER LOCATION WITH BUILDER BEDROOM /ROUGH -IN FOR ROUGH -IN FOR OPT. CLG. FAN/ OPT. CLG. FAN/ LIGHT PRE-WIR&\ l% \ I LIGHE-WARE D *OM 4 )D,H S.D--------� ------ lI - FI @ 44" \li ._ 1 -i O z A.F.F. I------------� H.B. <a U I I � � I WV I w W 2-CAR GARAGE =1@44" ��----�` A.F.F. / GARAGE 1 I LIGHT AS I GARAGE / PER SPECS DOOR GFI I I Ilt3-� 11 I u u I L------------ GFI @ 44" A.F.F. A IRRIGATION *WP GFI t ENTRY I I MAIN ELECTRICAL PLAN SCALE: %4"=1'-0" Z M Z z Q a U) z cLn CD W cn i--J LLt �U — O W C E `a o U M th W �e.5 ~ C t0 Cl) O oN LL 00 U 5 Sao 6 Q C A 1 B De N -C� �. N ''ww rn rn �j N o m po M r y M C M LL. N Q � LL J W I.L SE 9 O -,�� C1 d z c:W ZNM -' LL mm UA W N<" D p v C> r U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z� 0 � N O Za �>� (1) M Q 'f0 Ln cn •,_ � �LL� a .•. U a OC) Q E 3: Z M LU J C:) ko Z w� Z w ¢ Ix o gWZ�Z �W z O&H "gWa Q o fz U = U �W W w > 0 a 0 J �.y .P uj N ce Q c'e, Y Zo rl o a�o� J ri W W � ��� zS N Q Z ag k O N Z Z & Z 00 O 00 � = Q rn ,__q a (n SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 4.0 ' I I I 1 1111 I II ILl'111t 1 11 1111111! 1 1'--- 1 1 1 1--- I I I 111_ 1 I I I _ ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Ve(ntttAmt Amt. 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: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed ® 0 � z IIR z� z Q U) zCz Q) C C -J LJ f'6 0 0 Lu E U m �� M w E 8 c to c•) 70M o a� c) Q CDrn Qn 0 Q o Al 1 �C�B�,C NI5*Dcd � t \ 6 y,• • Lg ¢ n� , ��� n I,r, laii. �i1 S�t�t` ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O z N O a t\ '-� +_' O r>-I M O M Q U) 170 Lf7 It1 cn •� d' Ln a N U_ CL z M cl� 00 V CL a z E 170 B UJ W J (=) �z o oe za f¢ as Uzoo O0oW zvz O f J wco g O�W L OLu z0 U Z I..r� 0 cn 3 cu � o U = J Lu �z o� ILL. Zo a l- J 0 0 vY u, X Z O Qd- ^ a�uz IQ9 z z J r-i r-i di a aWo�Z Z o di Q Z u �wz N *k ON z zZ Z 0 06 J = a G n ,—I la- to SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. 5.0 I., 3 Ir 's 0 CV N N I co i rn r` it LO 0 J M O cV tR 00 ;A*� T-2" 5-2" 6-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" A 'HB.. S3 4'-8" 5'-2" 1 +---- ---- N----I-- -- --- -------- +----------I JI � 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN ; VAPOR BARRIER I ; ■ \ 4 GJ (3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY) \\ 1 { . . . .I. . . . . . . . . . . . . I �Il ��� I 13'-54 CJ T-2" CJ { 1 CJ I I iv I0 CJ CJ ao � ..... 11� I 0? 2 Cn ................. 01-0.1 r 80 N - ...' .' .' .' .' .' .' .' .' .' .' .' .' . .' .' .' .' .' .' .' .' . 1 : -L — — — — — — — — — — - — — — — d — .CVI CJ ..TCJ CJ Of} I � - (2) #5 REBAR S3 1 } o S3 VERTICALS w/ in i j I : FILLED CELL 23'-11" • ' • • ' ' 2'-10" ih GN o jitj M I S3 _ _ SINKw/ DISP *- I W/3#5E.W-0 CJ �r D.W. KITCHEN ISLAND �o O I C ASE TO ■ ' . I............ LOW WALLS L ISLAND 1 j S3 I 'I ! 10* J } L . I I. S3 o - �L+_- - - -- } - -I------J— L- J Lll L�_= - - - - -1- o L � coCJ o;0 —— — — — CJ CJ b� N in 4'-0"lot OPT. W -3 1/2" SLOPE � I 137'-5�' I • • 121'-24" (- — 53 32'-84. -8g" (2) #5 REBAR o 1/2" I S3 PROVIDE 1 Y2" RECESS rP1 - �• — • • VERTICALS w/ in ` FILLED CELL I HVAC CHASE FOR SGD. REFER TO LO r- BASED ON : I• • L TYP MASON'S SLOPE FOR , LOCATION— L - STEPS AS I WID - - - - — ; CJ INDICATES FILLED CELL w/ 3000 — — — —. ...........�._...■ uH. ■ ■ ■ ■ CJ C REQUIRED 0'-0"F;FPSI CONC. GROUT FROM FT. TO I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" PER FIELD BEAM W/ (1) #5 REBAR VERT 19 q T 7 CONDITIONS I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. r: TOP OF CONC.I PAVER TO BE 4" 3 1/2" SLOPE - BELOW FIN. FLR. I vIT v 10 I DOWELS 5" EMBED W/ 25" EXT. `O PROVIDE Yz" x 9" (V t" ABOVE SLAB' GRADE 40 STEEL" ----- —I---- ---- RECESS FOR FRT. DOOR ---- ----r- ■ —� O 5' A S3 2'-9" 5'-2" Ir 37'-8" 5'-1" 58'-8" H.B. L S3 3'-0" TYP 64" 5'-0" 6'-0" 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. 15'-0" FOUNDATION PLAN SCALE: Y.'=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 IF— tL LU Z C d CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" . .,• ,'e #5 CONT REINF. SEE ,�: ; ; ::' '•_ FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. • U.N.O. "'Alternate: ' ; • The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=1'-C" zCD CD— Z z Q a V) 0• (t) w �U — O w E o0 �V) '- � U w of F— 8 a) M cmM O O N o a C Q � 8- Q o B Do N C B D C ' CO co U) I I A � y�.c CL >' c CA •�� "; �w: W. _ c�0 \ LL Z:.. r' �( 1_ 1. L �• 4i���` To the best Wlv of the Engineer's - }p(� ,and belief, the structural plans and specif ibIns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 0) N > V) O z M QU-) L -vn a (A•� v- En Q)L�Ln d f'- � U aOC) a E �- LU Z _jC) 0z cc p z G f F z a p W r Cc, zw-Q Z aw0,0 s U© 0 L 1 a z O Q u 'zZ oC z Q1 Z o 0 LL U _ 0 Z O ou aNeP 0 0 � WobS N oho Ia03 Q Z z �--1 of a o �C J-I r- W Q W z la- Qz8 $ ~ N 0 z �wZ Cy 0° rn o g = a z ,--4 a ;nLU SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. 6.0 E c o: c a) v x LO g IM cV N I i Q Ir v lLQ) O J t`7 N O LZ A A (2) S3 (2) A (2) J 1 Mv cloop n n ` CJ1 cn w CJ3 n ti w ✓, CJ3 D < D < D < D . , D rr .... D w < ... A2Vcn D rn D w O 0)< W W w CD N 1 V CJ5 .00 CJ5 EJ58 EJ58 EJ7 E I CJ5' ::.. :::: :.: .. (� EJ7 ::: y '� EJ7 .................... .... . . . . . . . . . . . . . . . . . . .. . C- ;F16 . .. w EJ7 QJ31 EJ7 : • I EJ7 EJ41 • : � I EJ7 EJ41 EJ41 EJ7 ...... : ... ... ... ... . ... 3 EJ41 I EJ7V EJ41 0(2) :: I EJ7V �1 EJ41 1 1 1 EJ7VA I 1 1 1 \EJ4 EJ7VA :: -- J11 EJ7VA CJ5V EJ4 CJ3V A-- \--om A A (2) CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 1 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. l 18 10dxl-112 HT74 27" 518" ANCH. / 20 10dx1.112 J HTT5 4350 3740 5/8"ANCH, / 26 10dxl-112" HTT5 3225 518" ANCH. 128)10dxl-112 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (6) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICINGXCO 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 to z z z Q J 0� U) z CD QV)' � w "U — OLU c E Cl) U LU ~ 0)M c to c)) O o N ' U L` CO N a. � '0 Q. Q rn rn < o U11 = 1 Q w 5 N- w is �_ ,> •� at: 1 � 0— r'LL tC1 o u j To the best of the Enginee }ft'kggyylgfle,•ipfq� n, and belief, the structural plans and �+ ate ontained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z fV 0 � N H M QU) CID Lr) 2 Ln ON Q LL Lan CD" M V Q� 0000 Q C § fu LULU z 0 Zn f H z w ¢ s M0 VZOp Z W �Z WoO� .-jf�8 -0 CJZ3 wC Uwt�z L ZRN� Y U QQZ J I(r}--i r-� 0 0 a O = LL �f >� <YS) 0 J 0 0 0$aa� Z �. { V) a 2 W Q w Q QWn Yea M N O Z �z llj '� ; m O 06 Q J = J 0 a w rn ,--i a V) f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. 7.0 00 N O 2 00 9 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / • 0 afe vertical load Safe horizontal load —\ GENERAL. CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM dt GROUT SOLID _7 Ix o �LU O /5 BAR CONT. 8F12-1 B/1T "V" LINTEL DETAIL SCALE = N.T.S. I OEM[! E Mil in F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = w 8F 16— B/1 T < o Z tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5REBAR MIN. ATTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° O °a ° .M.U. #5 REBAR AT TOP e n a GROUT MIN. (1) REQ'D ° 4 ° D D J Q L. 1-1/2" CLEAR a n ° c n o 5 REBAR AT = — 0 w BOTTOM OF z w - i � a o LINTEL CAVITY 0 V 0 i , Lu /n` O OTTOM o x Ci z REINFORCING ¢ ¢ O m � LL 7-5/8"ACTUAL PROVIDED IN LINTEL ZoZ w f, 3 N D 4, D ¢ a � #5 REBAR AT BOTTC AS INDICATED ' NOMINAL WIDTH (VARIES) cn o o ✓` 4 MATERIALS ci—fr pr�Tiritels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CM U) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications T-10" LL 6-6" LL CJ (�B) 5'-10" LL O 17'-4" LL (�) MIN. LINTEL PLANT SCALE: %4"=1'-0" C9 z01 Z Sol Q LON a. 5Z 1;70 w_ A O c E U ) m U CD M O O .i't = nXi�s'."' a7 U 41co t LL 000 co rR c Q � ci Al1 "`an` .�,a�� C7- • •ti�5 o ?•� t� Ing ; Z O f0•n CO �.. n WY COP m V ,N-4? a, rCSS To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z� 0 h > O M Q 'D Ln a crl •L �t' U !� OC U 0. 00 Q � E § Z M W J � �z zaa f H co P'ZOp Z, U, O2 !9 Z dy OR Z J O u g U W L O Z Z0 V C Z Ov = J CL �f Z UO OU uJ2ce w 1i A 1 ` r0 LLIcc Z ^ s9of J Ln di CY LL f Q Z a $�� M O ItV Z Z A z o MW � t oo :5= SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO- 4nO SHEET NO. 8.0 rn v x Ln 0 0 N N -I 91 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. RE ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS E PRODUCED AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER B 0 UCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL 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 A AT THE TOP OF THE GUARDRAIL OF 100 PLF APPLIED VERTICALLY DOWNWARD GU 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: 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: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1 MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. P ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 ed. (2017), RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. 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. Irri ation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete oyerpou and mortar along the foundation perimeter must be removed be�ore exterior soli 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 barber 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 6-13ff OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (v = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AL DR AWINGS R A WINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8' 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 Y8". 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. Ip W _ o Z z Q d. Z C/') (D � p "U - O LL' c E 5� Cn r 0 CO r w F- �C M c m th O O N dj L LL 00 00 0 Co CL o C 0 Q rn CL v rn Q d _A1 BID 1 f f f f a P Y r i, ":2 or, 'T-J c U a `' Z-¢ • �L,) a UM LUZ �- N 4 ¢ Y` To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z (V O N ll-� 4-J O to M O M Qj ra L^r) � N 0 Q ILL 0---s oC V fu Q � � Z fu WJ C:) Mj jR c zd F wQCCa UZOO E2.0 ZWwCr w�8 Sao L Q� W ON ZZ ' rl 0 Z 3 DC z w3 U U O O Ln C:) Q 4u A UI Zw (]za J 1 ` i�aa 3 Z Z a o adE� w J Ln ri W Q LLJ Z g w w U $~~ N O Z 9�z cc) o Z :5VLU Uj � SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. SN I 111 I —IL _1—L II 111 11II11119'1711IN 111 vI I'- 1 1 1 P'I I I I l—!_ t•rJ 0 N CORNER OF HOME GARAGE SIDE 0000 a A, 00 N I 10'-0" TANK -LESS W/H H C G O O O 5'-0" Ln �o STUB -OUT FOR V-0" 0 9 GAS METER O af 'I4 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'4" (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. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + is + + + + + + + + + + + + + + + ++ +++ +++++++++ + 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 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL w cr CONT. #5 > STD. 900 BAR HOOK STD. 90° HOOK BOND BEAM SIMPSC wl(22)' NAILS 1 CONT. #5 BAR #5 CONT. 5/81 THRU BOLT FROM FOUNDATION TO HIGHEST —� BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW � FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ I NT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking ° 1/8" min. Smallgap2" min. + i 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule � — — -- --- ' Joist --Bearing_ Location Series Depth End Intermediate + ,'>= ,// V -- - BCI 5000s@ 9-1/2" 2-8d 2-8d _ 11-7/8" 2-8d_1 - 3-8d Clinch nails f _ 14" 2-8�-d 9-1/2' 2-8d 2-8d when f' ✓� BC16000s®1 11-7/8 2-tad 34-d 1 Support back of web during nailing to prevent damage to ✓ BCI 6500s®_ " „_ _ .. __._ -_— ssible 14 2-8d 5-8d i I —'ti__ 16" 2-8d 6-8d I PPo 9 9 P 9 ---- — 11-7/8 2-8d web -flange connection. BCI60s® le 2-8d ! 5-8d J' 2) Block solid between joists for full length of span. Tight fit !I 16" 2_-8d r 6-8dd 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ 11-7/8"- 3-16d ___3_1.6d _ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® —14" 5-16d! 5-1 tic required when indicated or 4" max. 16 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *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 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls v Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset In up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — iD I. 6„ A %" ROUND HOLE MAY 6" 6,� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger 1� SIMPS( w/ (22) NAILS 1 4 TRUSS OP PLATE I.0 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 / HETAL20INSTALLATION - A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -rl I I—III-1 1(— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a . • FOUNDATION INFO 9' STEM FOUNDATION \ \\� Filler block. \\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 1/4"-2" gap —T Backer Block `- 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements /-0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a d A° I � i 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 o ° SIMPSON H10A w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE a-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ° d ° PVC OR SCH40 SLEEVE PLUMBING LINE � a 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 a a °. d a e° G ° a •. ° a. a ° e G. SEE FND. PLN. SIZE & REINF. �V z z�z V) 0 � CIO w o 0LU r- r- T o0 f` U L_U " 01111� N M M C N Cl) O N c = U- OD o s D. N-°� NU)/may fN (gam' ED ° :� IP -w...r W c Qa ._ U1 CM$ 8).. -W o &L LLIII tlwl;j'� 0 . 0� \ / i I l; 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 O O Z f%4 O au n 4 1.�:+=0 Un to I>-I�MO M Q 'n -gyp N C) Q vLL1n �— CL . M cl� V CL Q OC) � � Z WJ 110 1- J w� za F W�a�ir vzOp 0.. U z9wa zZZ D�qz CJ)09�8 R 1 W o z Zvi 3 Q X O u U 'ou Ln � a J Lu o 6< 3 uJ Z Zok �o ,Q J LU Q W z g a- Hu a�g N 4� (`4Z z t �' z �a < 0 � 06 ! _ w SCALE : AS NOTED DATE : 3/16/2018 TECH: M)AM ES VERSION NO. 4sO SHEET NO. SIN 1 I I I ! 111-L-1 I 1 1''] 1 1 I 11 — 1 - FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `(TYP') VARIES / INSU 5/8" OR 1/2" HIGH J STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CON 1. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT . ° ° b I � FOR ROOF PITCH 4:12 OR LESS. - 1 D Ti l - '- II I��,1� PRE ENGINEERED WOOD -I TRUSS @ 24" O.C. U.N.O. I I I I I I I_11P Himoil I !II HURRICANE ANCHOR @ EACH -11I TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 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"xl2" TITEN HD @ 241, OIL O.C. OR 5/8"x10' WEDGE ANCHOR ° a ° A.F.F. @ 24" O.C.) 211 CD�31/2" MIN. d ° ° ° ° ° ° d d ELEV. 4-3 1/2"- . °a °a d °a 2x4CONTa A.F.F.O . a U_ a. N 00 _ . ° • TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - w/ (2)16d TOE NAILS @ EACH END s (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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS '2x P.T. BOTTOM PLATE Px6W1.4xW1.4 WWF OR FIBERMESH �31/2" MIN. - I- 1131/2"(min.)- 4" GARAGE DEPTH VARIES IM SR. I 111 IF ZT (2) #5 CONT. 5 4" 1!'=�1144" 8" U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, II EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOADBEARINGOR COt" SEC�P��� eC \ �'s TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END -SEE 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° ' 1I1/2"(min.)- 4„ (2) #5 CONT. --- L4,;�11 ; A 111'�1 1 11 8„�rr} ;� 111 1 11 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ f[7/8.1 x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT SEE CC/S3 OR N #5 VERT. IN FILLED CELL AYERS W TOTAL HICKNESSM/8" C. 26 APPLY 3 ADDITIONAL INFORMATION G/S3 FOR ANCHOR ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAILSIMPSON SP1 w/ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE -.,-TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD II I SPACE ANCHOR FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN LO S FOR LOCATIONS) 1x4 P.T. BASE NAILER C144"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CIO AT GARAGE CONTRACTOR N MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE T3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" cIBERMESH" BELOW GRADE > N , T _ ' t e °> 1� II - Z 00 ty 00 6 MIL VAPOR ° I - z LO g BARRIER ; p ,h 4 — iv J COMP. SOIL. M (COMPACTED TO 95%I I I CN MODIFIED PROCTOR ASTM D1557) MIN. CLR. 3" (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 o OPT: DEPRESS SLAB 5 �" ~ DEEP AND 6" BEYOND - E 0 DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--x BLOCK WALL BEYOND 14 TO.H.D. RECESS z M � SEE A/S3 OR J/S6 FLIT L I.l-rlll=..�LU:. ! 001 FOR REINF. INFO. 1 1 13" MIN. CLEARANCE 0 04 (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) M V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S.III S3 ADDITIONAL INFORMATION. SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BOLTS 6" MAX FROM w/ (10)10d NAILS _ �1 '- 2x P.T. PLATE FIBERMESH -1 WEEP SCREED INSTALLED BAR W END OF 2" x PLATE TYP. ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR o ° a =i I -) I �) I — GRADE N - 6 ° . ° ° z_ FINISH GRADE °o #3 & #4 LAP SPLICE GRADE 40 MIN. 760kslill [GRADE 60 MIN. � a MONO OR STEMWALL Z co ° I i > 25" MIN. LAP 30" MIN. LAP [ ] ° FOOTING MONO SHOWN FOR CLARITY ° °� o ° p o ° o - °O L 6 MIL VAPOR BARRIER ° ° '� ', - I - I - - I I� iv z #5 REINFORCING BAR R 1 7/8 W ' - �- I -III -III -III -I I I_I I I_I (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 r ° TII�� q I�T�iTT-iff T-� r -I I II I TI - 2 #5 LAP SPLICE O - -I=1=1=)�1-I • -T 2 #5 CONT. NOTE: OR BEARING WALL g ° D D III= I�III� �III= T COMP. SOIL. (COMPACTED TO ° e I- -1 I=1-1=1-1 I— _ W/ UPLIFT ONLY _ _ _ _ ____ 95% MODIFIED PROCTOR ASTM 1 I ffl- _FI -1I-111=111 D1557) rrr r� FII=III=III=III=III=III=III-III=III-III-III=III=III=III-'' 4" 1'4" � �I I I � �I I I,;,I I1-1 I I-1I1-1I1= I I' - FRAME WALL TO C.M.U. WALL CONNECTION rD _� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ' =v GRADE 00 _ (1) #51REBAR w OPT. ' I-1 I - 11- - 1=SCREEN ENCLOSURE 9 IF MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV ' M Cl) I=I1 :. °Q 4„ LTT I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0� a J CONT. BEAD SEALAP INTERIOR ° a a -31 /2" h CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad C M 6 MIL VAPOR BARRIER =1 ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 101, (TYP ) 8" V-411 8° #6 REINFORCING BAR #5 STD. 90 HI #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE; 3/4"=V-0" S3 VARI S = SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ M AT 24" O.C. MAX. CONNECTION INFO - ° "� SEE PLAN FOR & LAYOUT DESIGN .. TOP OF BEAM a SEE ROOF PLAN - 4.A ° FOR STRUCTURAL BEAM SIZE &41 I. CONNECTION INFO to _ . ° 8 I ' I -I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/JlS6 _I I 11 MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 8 Z ATTACHED PER NAILING OPTION 41 cn O w SCHEDULE Q j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN FOR SEE FLOORAL o w STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M co &BASE CONNECTION INFO. SCALE:3/4"=1'-0" 1,N, S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING zzz___1/2" GYPSUM WALLBOARD U.N.O. DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E ° 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS M 0' 0" FIN FLR TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS .� - 2W/ TO FOUNDATION PAD MAT REINFORCING. Q ' 00 ? z I-� a w p o N = " GRADE a a ==III=1 I I=III 1 a = II=II-=III' IuT -III 1=III=III= U —111-1 ! • °• - _ _ z z 1; - - - - — - -_ "' a ° - - - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I I —I —III—III—III—III I I —III —III—_ =III III=III-111-III=1 — IIIIII—III; FOOTING w =111-1 I=1 I=1 I -111-1 I— BEYOND PAD REINFORCEMENT �1 1-1 I1=11 -"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 .$- Z �•' Z Q U) z (1)C +-� LL, �U — 0 W T E o 0 ru m r04 ` UC) N M M W E > - 8 �.: C f0 M oso U I Co � " 00 Co 0 o 0 Y Q 0 u7 � 4 0 A 1 B Do N C.5 O C a� ` P 0 QZt�•��y�y�� � Z4 z 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. ;t O Z o III N 1�/.•1 V) M O M Q -(0 Ln z Q � LL Ln F- Q �U, ^ CCo Q a Co E .� Z WIT �� Z W za �a Wa-a V O� z O V Z ZU o�z LU Lu 01: _ �H C) M� J 04 ZZ r G j �--•1 Q >8 fz oC n3 0 ,--I 0 U = Q 0 z o 0 a Ltd ,/d.•� J O Oo A85 zoo¢ � Z � o: W Ln E ` a J rl 2:Q Q LJ J Z � � Z M N m O NM Z 4zLU tu O w J = W ,-i a_ cn I f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. S3 (MONO) r d 0 kN �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 —� 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 NAILS AT EACH STUD 2x P.T. PLATE N 5/8" x 10" "J" BOLT @ 24" O/C MAX —� W/ 8" EMBEDMENT o I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. CN AND FILLED SOLID W/GROUT (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 HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D �2x BLOCKING @MID POINT EVERY OTHER + + STUD W/ (3)10d NAILS 1 #5 VERT. IN CONC. FILLED CELL W/ Q STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) V—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 's LO u J CN 0 N N 0 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE N SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w VENT OR 2ND FLOOR 112" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J ° °d 8" STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-O" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. ( 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 CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .;, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d e o POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ qF=7 CL DOOR OPENINGDOOR OPENING LIFJ 1* ❑ ❑ EXTERIOR WALL ❑ ❑ ❑ ❑FD 1 ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4' VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL d d d ° DOOR STOP W cU d ° MOLDING g? a 2x TOP PLATE/v GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 SEE ELEV. Z!9 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) ) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i—CRICKET AS REQUIRED 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 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • ' 46,, SPLICE STAGGERED ' . M/ti \ jL-10d @ 8" O/C SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK u �/ XTERIORATTACH LSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4816d TOENAILS TO f P PLATE ° d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL K"M SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.SSS4 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 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" 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. SIMPSON HTT4 TYP. Op00 U.N.O.4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) .0 ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° a ° • 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) • HDUS-SDS2.5 wl (20)1/4" x 21/2" SDS (5665# SPF) • HDU11 SDS2.5 w/ (30)1/4" x 21/2"SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 4° d P.T. ATE ° \-NAILED TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ° I I 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10 I 4" ° a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. C MASONRY WALL d NA LS @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0� z g z�z $ Q ___j v, ,,, � o 0 s � U m W F— 8 C @ Cn O o N co o o. Q rn CO o M Q o Al I B D. N `8D C .^ J N,� � Z � W �Z? • r < gN 9 c,t F & LU Az To the best of the Engineer's knowledge, in ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z Cc4 O a) r�, '--' 4_' O i>+U-)MO M a cn •L d- < l� Ln a ^ oC V ry T-' CL � Q W Z J � d' 3 W Zaa fa w ¢ �ZbO ZdUj a�? ��8 06 L IN ZZ Q U fz Z DC T� o a O a:L� _j ¢ L� Ou Z r-Ro L F O L1.1 U�86 o<oa Ny. C ZU4a:� Q v ¢ Min $� Z rl ay f J Ln W W =��� z U $ujz N Q Z Q o, Z = §Z m g az Lu ,--i a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: M]AM ES VERSION NO. 4nO SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) „ " 1Od x 1 12" AT EA. „ ( ) 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER Fad) UTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 10d x 1 12" AT EA. 24" O.C. SEE STRUCTURAL NOTES TOP CHORD FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE 2x4 OUTLOOKER BLOCKING FOR 7X. Z.? � N X\ FOR SHEATHIN DETAIL @ 24" 0/C FIRST FOUR ROWS OF 45° t 24 MAX. � TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H1OA w/ 18 ( ) FOR FIRST FOUR FASTENED W/ (2)10d 3" 4„ MAX FOR FIRST FOUR ROWS ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF T2X4KICKER "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB A 0" 0/C. EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND MAX. & (2)10d TOE NAILS @ EA. END 48" O.C. LENGTH (SEE TABLE) 2x4 CROSS BRACE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EACH JOINT W/ (2)1Od & (2)1Od TOE NAILS @ EA. END EACH JOINT W/ 2 () AT LEAST 90% OF WEB @ 10d & 12) 10d TOEV4 LENGTH SEE TABLE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ ( 10 ) 8d 2x FRAME WALL (SEE WALL NAILS EA. END @ ( ) GABLE TRUSS • SILL • 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO SECTION FOR SIZE & SPACING) 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING CDX OR 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16"OSB — _j ATTACHED W/ 10d EA. END : 1/2" PLYWOOD 7/16" @ 48" O/C FOR THE (2)16d SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" 3" 0/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 16" 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD OSB SHEATHING ATTACHED END TYP. TOP & O.C. FIELD co THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS (2) 16d NAILS 10d NAILS 6" O.C. BOTTOM ATTACHED "T" INTO 2x6 P.T. PLATE 2x4 LEDGER (MATCH BOTTOM CHORD w/ @ 2x4 PANEL BLOCKING 4 2x BLOCKING EDGES AND 12' O.C. FIELD W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" O/C FASTEN WITH 10dx3" 4" O/C SPACED @ @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL NOTCH L BRACE HERE EA. END TYP. TOP & SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" MOISTURE BARRIER „ „ , 5/8' x 10 J' BOLT @ 48' O.C. BLOCKING FASTEN WITH WEEP SCREED BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" 0. INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD 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 DBL. TOP PLATE 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS CHORD SLOPE OF ADJACENT TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4-4- O/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) :� 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TITEN IL OUTSIDE S5 SCALE: N.T.S. SrJ S5 S5 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR coM NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1112 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF iAJe 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -" TRUSS SPANS ATTACHED W/ 2 -16d `7 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" FIRST (4) (4) ROWS OF FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 2x4 L CKIN) 2x4 BLOCKING G @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD W/ O/CEND 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TYP. TOP & JACK TRUSS (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS A CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq 1 /4"x2 3/4" 1. TITEN TO CMU 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/ ' 1 10dx3" @ 4" O/C (2) 12d TOENAILS jr.NON EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION z -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �� SECTION g —� SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 = ADDITIONAL INFORMATION. S s �I 0 N 00 - MINIMUM 2x CROSS BRACING a (SEE PLAN FOR LOCATIONS) it (2) 16d PER JOINT --------- - 31 L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N O 00 CROSS BRACING DETAIL J i SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1Odx3" O/C @� "x4" TOENAIL 6" O/C 2x4 W/ (2) 16d TYPICAL RUNNE NAILS 17 MAX ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE °0 12 AND LOCATION) 6.9 1 MAX. E 1 S5 0 c J r 0 v 6 S5 I �I SCALE: N.T.S C °. ail • ° . , -�� � �° `��°.• a ° ��` �• � ° � . �� ° �. � � °� • � . `. °�� .°. °a ��.-° •° ��'. -• ��° a. � CONT. BEARING I 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. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING wl (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS �--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=V-a' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 CD zCD — O ig z� I� z V) cD W � o OLUE i� tli U o 0 m M I. U ■ y''IL�� : n ' — a� Cf f0 M L. NC _ U ��T to ¢ m �CD L o t7� � c r o � o •Z J {Z � ,P '. r V N W O n fir. ��H;i Cg M^� rn S CJ ( LL � W1= y'• Of?Or��� To the best of the Engineers 4 �1 , and belief, the structural plans and s a ntained 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. r=0 O ON Z 0Q)1-, �>-+U.)M0 M QV-gypLn d cn •� � a°U� Q � � oC fn U C 00 a � z W J� �Z R �o za f! w UZOp ZLu ku Q �02Z O��y,iLLN L ��0 Z Z p N rl G) f Z �. � Q a w U Z_ o� F— ul 0 J �F•I Q. o (V LL S gaga Z LLJ a o Lu J t--I W 4 z~~ Lu NO �g N N z �Z o� Q LU J O a z , a SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S5 I I I 1 II 1 1 II III1P' I 1 1 3 i z z C, r a c c. I a a z T 2 �C C a I OC Ck a T T S r C 3 e c a C a Ez C E V E a a C C, « v 4 M Q M 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX. 8' DOOR JAMB (REFER TO SHT. SDW2-K1 TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 L DO NOT DO THIS PROPER INSTALLATION ` ' 2"x BOT. PLATE W/ (2)10d @ 6" o.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4' 1 X 4 3/16"0 X 3" LONG FURRING n „ FURRING if 3/16 0 X 3-1/2 LONG #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 TAPCONS (NP,) TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" ` ' 1X8 P.T. STAGGERED @ 16" O.C. 1X811 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 11 3 DETAIL D. 90 HOOK (TYP.) STD. 90" ` If @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP') FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" ETAL SEAT PLATE MLJIL TAPCON @ 16" 1 X4 P.T. O.C. & 4" FROM 3/16" x 3 -112" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 L 4% NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB {REFER { DIST. BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS / FOR CONN. DETAILS % / 1 Od @ 12" O.C. FURRING J 2X8 P.T. WITH 3/16"0 X 3" ' +_2 NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST & 4)1REWS /4"x2 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL ` +5" NOTCH WEB AT THE FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. sCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY 0 W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'4" 8" SOLID W/GROUT e ,r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 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"x21/4" 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 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W! (3)10d NAILS OVERHAN , BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 a RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD (2) 10d NAILS @ 8" O.C. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k0V FRygN TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + �FNOT M PLYWOOD SHEATHING �_ 11 �_ �� 1 0 5 0 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + INISH FLOQR 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 ALL REQUIRED > • ' , '. EMBEDMENT INTO K.) PER NAILING SCHEDULE TO SUPPORT °. • >: #5 BAR /4 MAX 2-0 8 TRUSS + SOFFIT ► o „' ' P p ° 1.0 g , BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH ( 5) 12d NAILS SIMPSON + • d ° . CENTERED W/ p' an H IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP • . EACH TRUSS b �' ° n .� . .� � � KNOCKOUT / c:1 - ° CHAIR BLOCK s 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1Od CONNECTOR °�® tY NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B _ PROVIDE 2 MIN. O PROVIDE x RO 2 - CONT. W/ C (3) MONO FOOTING 0 0 0 NG .• • - •a e' ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4 „ 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY _ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEASCHED. N FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT4 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD s�'. Q BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 96 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - '�� °�° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0" ) .: ° , �• �. , It -1 101, ' BTWN. OSB ARCH FACES WI (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" °; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. °°� °� ° Sk ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B B SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrm_�� REINF. PERLAN AND STEMWALL _ MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4 - 1-0 SS SCALE: 3/4 - 1-0 SS SECTION DETAILS SCALE: 3/4" = 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 AND 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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) g OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET' z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & \ ` fn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3"MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u- t'-I NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o n w a A REINFORCING AS FOLLOWS: a 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. _ #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ o ° z Q EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL . _ cn N FILLED CELL SMOOTH. DO NO FURROW. e ° \ \ DRILL MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ` SET BARR INN EPDXY . FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `� ° p Cl) ` \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ C,g \ o \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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.of COVER EA. WAY SECTION A 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 MAYBE 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 8 z�z Q Ul C Q) (3)4--J u, � o 0 LLi C/ E .� N i- m U U-i E — 88 rn'th C f0 Cl) so oCD L/ C e LO O. v aC, �Qo A B i D® N c " D c ; rrrr � ♦ •('tea � ao lu To the best of the Engineer's oMoldofa', and belief, the structural plans and specificA18 g iontained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 I>-IV)MO z M Q 'gyp Ln a cn•L� Z5 N C a fl. � z fn � V a .-•I O Q z E Z W J � V, w� Za W� rzz0 Q Z �ZEzz O�ul V© z OU = U) -J Z LC f IS d Q�� W o0. Z J Ln Q Z oe Z N o N Z Z o m O 06 Lu 2 aW rn ,—I a cn f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO" 4nO SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. 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 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 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) 10d x 1 1/2" NAILS EACH v I-TI ITT 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B--\ \ � 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A A :33 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. PA TRUSS HIP G.T (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" (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) 10d 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) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ 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) SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d 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. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST I SEE PLAN FOR /-� 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 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE. 1/2" = 1 -0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS M-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON TRUSS 'k'k 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 SEE FLOOR PLAN FOR INDICATED CANT. IFMTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION CN ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH IF PARALLE SEE 2/D2 FOR N 2X4 CONT. AT CONC. MASONRY WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO T & B CHORD STEEL OR WOOD ( FLOOR TRUSS, 24" O.C. MAX. (AT ) 5 BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) 4 A -A ALTERNATE BLOCKING CORNER c SEE FOUNDATION SECTION AT LOW ROOF g ° PLAN FOR MORE INFO SCALE: 1/2" = V-0" DETAIL @ INTERIOR BEARING 3 55" I IYI I VIN L4 WOOD TRUSS SCALE: 1/2" = 1'-0" COMMON BM. ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"= V-0" 00 _OIL VARIESXs 2x STUDS @ 16" O.C. z ROOF SHEATHING SEE 1/S5 FOR (10) 10d 4v VALLESEE Y TRUSS NAILINGN SIMPSON P1 S ATTACHED PER ADDITIONAL i NAILING SCHEDULE h OUTLOOKER Id AT INFO. NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ SP2 w/ 12 10d NAILS AT TOP 16" O.C. W/ 4 12d_ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS () COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS h EACH END ( BETWEEN TRUSSES 02 STRUCTURAL SHEATHING NAILS TO TRUSS (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL N 1>:1LOW ROOFNVALL BOTTOM CHORD PLATE MORE INFO. N TRUSS STUD) SCHEDULE ` SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ NAILS @ 16 O.C. ALONG W/ VARIES W/ - FOR WALL LOCATION SIMPSON LSTA30 w/ 1!2" PLYWOOD = ROOF SLOPE 2 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x " (22) 10d NAILS OR O 1 1/2" NAILS TO BLOCKING - SIMPSON MTS12 wl EACH COMMON BELOW @ 16" O.C. = WOOD WALL TRUSS/ FRAMING OR TRUSS. 1410d 1 1/2" NAILS 2X4 CONT. W/ (2) _;? MIN. 2x4 #2 SPF STUDS @ _ () x TYP TOP &BOTTOM SEE PLAN 16d COMMONS r 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SHEATHING ATTACHED BELOW @ 16" O.C. o NAILS EACH PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON 16 STUD TYP. T&B (3 12d TOENAILS TO a PLYWOOD HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING 0i TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM .� ROOF SYSTEM TOP OF WALL CL ; SEE TRUSS PLAN 4 • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ° (24) 10d x 1 1/2 NAILS @ 4 0 O.C. '� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. 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. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r2i�SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 7, SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" � DETAILS &SECTIONS a (D v Z o z E3 (n z 0 Ln C9 Q) u, 4 -J w fu o O U,E ce ao UJI C M Cl) C N 0 o V LL CD NWNW QM Q O �/ao B N CW ® (f � co am4) n N ILL- co wLLJ 0A* a �� -6 Q Y LLF,<M +��{� �-. N r e.....e ✓,,�,A��"�?y� F S Ave E J To the best of the Engineer's kn �gl�$,� on, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O OCV Z O�r� ►�-iU)ro0 M Q ul) fo a cn :2 � LL zzoC U a 00 Q Z W J� O� zaa z w¢aCL U Z 6 Q U Z w Z �wZ LUK °Mo Z zU6 O z U U)� 'a Cw 06 UU _ �� V O m g fV 0 z <!R Q ~�x� $ Z J g� u� F,F 4 El? � LJ J 4 W z g z o ga~ <,z N Z z J � oob 2 _1 z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. D1 t 1 I 1 WEATHER RESISITIVE BARRIER (ASSEMBLE[1lMNDOVJ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO Na BOTTO ci nur_ SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E AM 1�4 4SHING 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 Q SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WPO2) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1�4 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1A , I . Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) .00 OL SELF -ADHERED FLASHING INSIDE CORNER --►) Ground 7 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER ' • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin 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 0000"�\\\\ Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE L` LJJ 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner Will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U Z M - o Q J U) z 0 (D QJ C w (10_ O LU Ln E .� cq MU W a) M C1 f0 M C N Usi LL CAD 01- inn- ¢� - ��o N � N 0 c? a, Z a Z. z J .�- � Onf C 1• .5 LL O O LL N LU W co lJ.l n a Z O v rn � $ � y N Z ��°�3 WL 'M ao W N �¢�� J od 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. 11 2 CD 0 Z f*1 0 (V P-4 M O M Q cL to •,_ Q v U_ Z CL 31 CL Q � E W J � 1- 0, w Z¢a f¢ < gE it Ls Z 0 0 Z Z (7$ W CJn f J Woa L Q OZ Z O LLJ Q U f Z oC Its Z L_ W O O II= U = LU �� o�a. Q Y O 0 J ¢ U <Y N O<R< �aZa Xa < Z M2 W � Lr) W �a ¢ g WE ti ¢ J r-I IJ.I u_ o Z o u. �u~ N Q z aWZ z I Z m � = a Z O 06 rn ,- 4 a (A SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. WP A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655,29 ESR-2549 H0216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL176W.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456A8 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2813 HUS21D-2 FL17232.6 ESR-3445 HUS210-2 FL10855.92 ESR•2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10655.93 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10655.98 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10855.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR•3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 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-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS208 FL17219.2 ER-0200 LTT208 FL11496.3 ER-130 LTT131 FL17219.2 ER-0200 LTTI31 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 F1.10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3456 LTP4 FL10446A9 ESR-26W MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 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 F1.10852.8 ESR•2105 MSTA18 FL17244.18 ESR•3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA3e FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.2e ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU86 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 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 FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 HS FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456A1 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SPB FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPH08 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 PL11473.12 SIM260802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numberfs) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-87.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.6 +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 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru Fiber -Classic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WIndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential W ndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/41.0 psf D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see Inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 F1­239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.01.50.0 psf C. FIXED MI Windows and Doors Series 1B5 FL15349.1 +40.01.40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePtank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Fen Underlayment 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 Meted Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Borel Tile Villa 9W FL7849.27 - FL7849.28 N/A Bored Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Q� N 0 .� (D L O .CM ICU U -0 CU O O O O ^^11 W C O U- .� E Q) O L 1� - .- VJ cn CD E Z CIO 0 > LL CL 0 0- Q L U O L� W C/) U M m O LCU W W Z Z Z Q J SHEET NO. PA 1.0 Florida DepaMront of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape l 115=18 Florida Department of Busirisss & Professional Regulation Building Codes and Standards Product Approval Appll *Uw DoWl Pma l ir"Ie Flol ids Departrnant of Business & ftlessionai Regulation Building Codes and Standards Product Approval Application DOWN Pap 1 lawls Gee glow gals gefe adLbomss ltoe Sam Erdw or 20 Gals ReoJ°m.m lid Gam Eddlm goals NOR, Oct!■d■ 20 Is■ Vernon NRWR9m rcolm lommLLU a vafmom ydk d tlOadlW f1liAo■al Asooaad !lice tYm versionIdamol■ d�t91 Faod�tiWr YdYOeYdls( Ya00Md LI.Y1d l�Aoom11 Aoeydd Rtdaa Gee Ymdo NsoWsaYrs[ Gadeo loade!<ALbm Y lc vaTdeld Lisotld teal Approval Rttlea Revell" 2017 TiMnna-TN Carpore8on T Corso401W Wtlr Wriplrt Lyndon F. BWnML P.E. Ryan J. KIM, P.E. 10H82017 07N212017 lwiw 17 12112FAII ApprovedRavislon �7 TMnn►TN Ceipaace Potlk V*W Lyrdw F. 9CSmWL P.E. Ryan J. Nrp, P.E. 1ORS/1017 07(12R017 10,18"1? 12H272017 Approved Revision 2017 TMnru-TN CorForaem War VWQM Lyndon F. SWrYeL P.E. Ryan J. ling, P.E. tON52017 WH37M17 10/10=17 1N12RM7 Approved Owws Doors (479)29&1740 PEJ3109 (61M 767d556 2Wa IT4tnaWlaub. Calagtey: Exanor Doors (419)29&1M PE-43409 (813)W45555 Dom ExMbrging PE-43109 (btM T674%55 : 8M'sDoor Ex1er10r DDOt Asearnblee or : SwkV (419) 8u8Calayory: S"Vft Exbdor DoorA•sert6Y■ Adb@Wbdpoonsulnb. erdrCateOasy: 8wY1pYp Exlalor Door Aatanbls Subalwe dd- -tWgo �. Caapor EvaAwWkokn Roped tom a Dorn: Carperae Wtl1or EV Watlon Report from a cennl EvW Won Rayon ■ React coon F orkle Re9iMared Aro08arY or a Lbedead Fled" Florida Reglata wl Arshld a a U)rueU FWft el F FFlorIG A w • LfOaneaO fbrl0o PlDheronal EWdreer PfoloMbnal ErOkner Produces Fib Professional Engineer Enpkaar nPLN2bM4tl 2WOLAMEMM Annoyed .for Um Abstained in HM gkUVLk far rrrz Iowa Radom Qalm Presents lag PmdctMoftLUnebwwmm 9WAkAsaa.a Predate onormlion AemndfiarUse Ammadlor.as at Nmide NV di land Bohm aid= BaNnR Ant am GuNnAmom Emimmalmdolon Sanuffititoimeanno Aasoa.11n[IYs AmnwMh nNltii 21YI&M U- Rand Heeded loonaNOWL20idOw PJadmm 1 a. TMmr TN FberCaatk and 8trkaav8tar NomhW 66e34,8 &quatNavMpartquot Op•que 129172020 No Yea No WA 6 1. Theml►7N Fftw-Cloak and 8nwofh.8lr Nominal $LI A &*wtNon4xWsdequa; Opma tYJ112020 No YN No WA 9 L TMmma-TN FIWr-0baMo andSmoc8f8br Norm" 6889D:8 BquoLNon-knyealquot Glazed 12/31/2020 No Yes No WA Cwoo'We Edge FberpWa Suss Door Compete Ergs Pbn9Ys Single Door Canpoalla Ed9a Faarglaat 8kpse Door (Inteadneoubwel"; X owfouramn) (InsalrooAm19; X oatlkurWon) One k4ADUWrlp; X cempuradonl) !7liil� Gam LmLm Gee lam mokfaa era NO Gam arm ar Gale Gad Nttbmm Gale FINAM140 Gam Eomlm Gale no NILPdaim Goa Ins! Leas andmo a Gaodo zmdmtAMAM YelOelsd iWeWeO FRCAs ova ARROW men um Ymdn jidededuld Odnbd Eaiaw_tmwmyandobd on, )(IBmld bldddred MCAmmd A■OVId lace O121 vioan Idemoso go" Emb LLLNM lddgxM )MINN boom arla000d AgemwA done pawwon 2017 Thamb-TN Corpaa8on Rids Wright Lyndon F. Sdnft P.E. Ryan J. Nap, P.E. 12J13MI? 12/132017 12121f2017 Prglp FBC Approve PA%4ww 2017 Tlwme-TN Corporation Rids VVdpM Lyndon F. SchnIM P.R. Ryan J. Kip, P.E. 1L/3r2017 12f132017 1212 VJ017 PeMbp PSC Approval Re.1" 2017 TMrmr-TN CaparWon Rick Wore Lyndon F. SGunkl P.E. Ryan J. long, P.E. 12113rA17 12M34 M7 112/21MOW Pendeq FOC Approval Cate9ary: ExMlor Dose (419) 296.1740 PEd3409 (81S) 76741666 19) 2MI 40Dmu6aNe. cassom: Eda1w Dora (419) 298-1740 PE-43409 (913) W-6556 &*CdCompeer. Er Donn 296174o PE-434m (e13) 787-0666 Door A 8rn8CWgory: BwppYq Ederior Door AesarubM d sirb0•agory: Swnpkp Edarlr Door A"WrOss ddnw@rvAMpc rraultarrb. Sal Exbrla Don AeaaitWo ddavQnSbpootWrpf. nks" Compliant YWgG EvErAmon artla dole Cemapasnae lleUlot EvakrWon Raped Noma cerrm complowllWatsgasY•Sa'klgkg Retired: fall a tom FlorMa Regla red Andrld r a Licensed Fords Probseiunal Englnw Fkrkb Roglet ed ArOhld r ■ Llosreed Floras PN4e••brnal Eenpinasr Fl OW or a Uoera weal ned� r •Licensed Fbnit Answered far FL02S 4t3Pmmas 9MIO LAe.aNN Angered L■ A Lim bra Grim L1AMM14UPnMk ft 200LA■ome A■■MUKJ a Auff mdAKA t boo Gstlm Ga■(AorMar lift Amm timm a ln■gt Grim Let i� Omw" Jam Receded Presents WA Produce DmmwioNm 2RONISAwimomaw in)YM ClARmamyn Radom Parr■ Ant InIOQS Bohm � a L Th—TN Far-Ckmk and SnaWvler Nomkal 8&=;0 &qur;NoMmpscMgv4 Opus 12/572021 No Yes No WA 9 i. Thsrrna TN Fbr-0labie red &rootlr•gbr Nw" 68Rt9;e &quotNon-1r+gad&pro1; Glazed 12012021 No Yaa No WA 1 a. TMmu-TN Fen4N2NW an 8nka8�Srr Non" 6WWO &cro"o -Ingad elUot Opaau 12/31/=l No Yo No WA Carpal Edge Fenian ginger Door Campoelb Edge Fbw*w %Via Dow CanpaM EOpe Flemplan Skple Dow OnewkWOulawhp: X cad9urWon) (bewlrpputwaft X corillonabon) 0mwko*utm*9; X contgrarkn) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DWII ftwidi II +,Seale 13t11124Bd 220 EdNLor NOR 211e Deb Person ada Ins )Barn YIWd dex saw EmdrLAlbor XdimmLl )d idd amkwm EVAsRaal Assmod Lea R•vbbn 2017 Thrma-TN Capora8an Rick WrgM NWonal Aaa•dltlon& Ryan J. low. P.E. 122M017 0921r2017 /2f222017 Approved Coaster: ExWbn Door (419)2WI740 Meraoorars hlallb (813)7675666 SubOrbagmry: Swngag Edrlor Door Aaa .oft ddnrQnaMdgeonaltrarda caalIll- Mdnd: CertIlicelbn Mark or Long tent " QUID L&w AonmIN.cGn Aomovid#W Use loaao Ntlm Let dlE@P ONKNLHM Bed ed P— I a. &quotClwbCMUquok are &gtatemdmark by 6M are BID Opagso and Oland FbegWa Dorwal 12/312121 No Yea No WA TMkrna-Trubpnt are wiser pMeaat. kbwl and Ouawkg Florida Depe6ren t of Business & Professional Regulation Building Codes and Standards Product Approval Application Dertall Patelal II 11MIS BItlAtii:Bi Gadt &OWN no Gne GMLbeft NOR in ME" MUN&M L 2=M PmooeiAMM Jh Xdd" AAodad IWLAMM al Am®ad Lila .. Revision 2017 MI VAdwrs ww Door a.M smorw Luis Pobdo Lome Shaven M. Uri* PE 01I132017 gr1 t2M7 051162017 W102017 Approved Cogwy: erbakr Dann (I'M 3951300 PE-M14 (717) 317d464 Subcategory: asap Exterior Door AwmblW beMngmQmlwd.0orn Compact W6•d: Evaluation Report from a Fbdds Ropbtered Arched of a Llaneed Florida Prsbesital Enplane EMENIZA6 Produces golkA l■er Amowdfar U- Awroved amSim Rmdd GW■ Let S mladmmplle InNVKZ Oebkk)OM Bohm Powge 1 SERIES 420 ALUMINUM BGD SERIES 420 ALUMINUM SOD OXO 12/31=8 No Yea No WA 1453148quoW0&QW)t NONREINFORCED Florida Department of Business & Professional Regulation Pegs l a r Burling Codes and Standards V5=16 Product Approval Application DWG 296 LWdL4L Gdd Gels Debpao.m lid Imp vmde rioldeorK 9909 EONMELL lama X21dMd.l brim Raise" AlsoAm®rY Aonmed AMR Revision 2011 TAanns-TN Coporation Rick Wright Netlteal Aaaambibn & Ryan J. long, P.E. 12rdM17 09272017 1722=7 Approved Compeer. Eldarpr Dope (419) 296-1740 Wnaarngnt balarl0 (etM 7S7S566 SUbCabpery: &*Gft Weeloe Door Anarram dclow0nal kiscone issm Caplan• Umw* Congestion Mrk or LWkg porn dsts1221Be Processes gostam Aoorand tar No AoorovedFolde tome NOW 6 •. dqum3nlceSfSbraquot and aqu)tsendnratk by 618 end aD Opagib NO Glazed Fba/gWM Dopy win 17r31/2M7 No Yea No WA TAerrnWTr quot rd we ow SMeftw karaI and Oubakg Florida Department of Business A Professional Regulation pap l a t Building Codes and Standards trawls Product Approval Application DWN Lt1811324114 Oom E■L(m Ida Gel G1tPKN&W Rai Imo Y1dm moodelow Emd wAllasota vrimdAt law" MOM PIRCAmmro hmou d a" Rwwbn 2D17 MI fedoras and Doors BMM B&algar Luse Robert Lanat Seven M. Urldt PE OW1302017 0r112017 081162017 101102017 Approved Camearr. Ex erbr Doors (717) 365-M PES2514 (7M 3178454 Lhc.bwr. 311" Emsdor Door ANW Msa beLkgwai mhvdcorn Coapaemt Mofwd: Evaluation Report tnm a Florida ReplrreAArdYed or a Licenser Fbrba R0b■knal Er~ Bttd=4t4Ladmb 9IELbm AmmudjorUse Aeeoaad to Law loom Ndan Let pmdmdooaoriodm co Dal 61 NvNZ Ckohb mvmz FA§kom Ea 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM 6G0 OX, XO, )0( 12/312M8 No Yea No WA MMuOOOO&WK NON -REINFORCED t1t1NU4! 2a Lee vmda td eloodoes RevWon 2017 MI 1104owe an Doors Cabaory: Eremite Dion i1rhCYepmy: Snap Ederbr Door Ame ntea Component Woad: Evanston Report Ilea a Florida Res-' Arc hri r e I.losnaed Flor ft Pmb"ww Erpmtr a" 3 SERIES 420 ALUMINUM SOD REINFORCED Florida DepantrnarK of Business & Professional Regulation Building Codes and Standards Product Approval Application DWII Page 1 a 1 11 male Erd& or Gee lie GNLbUAM NOR goo" tgo mEALIMM m2LIN M YJMdim Loam FOCAmraal hmmnd AN" aw Samoan Luse Robab Loa■ Steven M. Ullnrt PE OW132017 Or112M7 WIL2017 I(Y1QW17 Approved (717) 35633M Pr 82514 (717) 317-0454 bdkgaQmkad.tam $amAw■er Aaoa6dlocN! Aasmys0a[1!r loco Germ gookmLgsalmKwm In NV Z Cables HVIC BMalm Conan SERIES 420 ALU NIUM SOD REINFORCED OXO 12/312M8 NO Yea No NM 145.3048puotirlaMq rot Florida Deparment of Business & Professional Regulation Building Codes and Standards Product Approval application DWII Prp/a1 II 19mle Ram FdW or NOR NOR Deb Pouba NOR Ins version llsmmem[ Samat EodoosilJrsoo mmmod.l YWWWA EWsWd PCG.ABRMW Aomnd Lena Revision 2017 Clom suk" Parrot Con"" Man WaebrlM InlmMk Too" Swkt NA, Gary Kahlar 11rhoW17 06MOM017 120er2017 Approved Cebery: ExMbr Done (513) 7704082 1100. (513) 51045M SubCaagtey: Send" Exemlor DoorAsserreeat �•aam N Parrt 21.6aa: CarWx@Uon Mrk w LWip Qa1kA@larr Approved for Use Awroved.for Use hest Germ Let EMMILONEMon 2NOWIl>mbtlm2161 InfmQ 2WOMBIM ammo Eamon 37 03T WO-09 PAN 2F161: 84A, 914, 73. 75. 1SM, 190. 76, 866M Pan (mk. 259s.) Skob-Car (up aWC wise) 052irme No Yes No t30 PSF/-M 76V, 4 W. 4RSF, later. SRSF. 2RST, 48, 42, 56, 4N, WINDCODE90174; Ike Garage Dar PSF 42& $68, GOW G06BV, GRIS, GRM, ARSS, AR68V, EDes,ED66V Florida Department of Business & Professional Regulation Paw l a t Building Codes and Standards 1e201e Florida Dapertrinent of Straitness & Professional Regulation Building Codes and Standards P.w, a 1 1 sate Florida Department of Business & Professional Regulation Building Codes and Standards Pap l a l 14=8 Product Approval Application Detall Product Approval Application DWG Product Approval Application Detall R3tlWZ$d gm Man, IlsmiBlvoa Revision 2017 r Wbdon and Doors CsMpry: Exlvbr Dias SubCWgryng : SlaEdwW M"Anaftba arrt adport flana CaelPaMeanest: sent or lid Mom NILboon NO ddaoo EmdrLAMr Idddu ( XWW" aubmw I=Annlal A D r d Edna sad smkwr L1b Ropers) Lana Sloven M. Urick PE 01V132017 08r112017 OSM6=17 10110201T Approved (71 n 366J300 PES2514 (7M 317-0464 wwperQWd.aom , Gam Ins version Mundell Revision 2017 POT Mwtrlt Category: Ededor D)ors tubCabwip ry: Sift ExWbr Door AatoL rt Mark Lng 1, aant Wdrah Caralttlt or Eg■cs[ NOR Gee Nlebo.oa glow EmImmALkaDe gwwd tk INU d A EVad I=Amss.l Dean Ruhr MlaM4Dmt SCCO - CER kaaN-Dade SCCO - VAL 12f2O=7 11282017 (941) 48MIOD (7861316ffiW dnawlallopodidustrin corn . NO Aag®ad Loa 1212&ml7 Approved 6t12Q1L RL Non Lxm vmlon doed"oc Revbbn 2017 CURRIES DNsebn aAADG, In Caapry; ExWW Date onents ✓�sssgan:Exbrbr Door Coao LWkp MMkt: CeMlloWort Mark r Rim GMe line 2OLbooa Smoteo CaalmecALdmee mdootDt ywhimm LOdm FallAsom.l Dedk Dave UL LLC Ted semen, PE 11r3ml7 IW26 017 (041) 494411" (Jib) NO&4707 In.tledkQaeaaa0by.00 20 Asmntl am 12/052017 Approved Fiords Replsland Ar AM or Lbareed Florin Probabnal Engineer astten4ny Bilk Ala GLENN, A� Averaged for Use Angered for Use, P 2WARAZaki donne 1. Nm !>t i tum Radom Pearson, Awl RudkA� wned Ilor Lim GrbaLE .Oda Aoo for AmWelAMi Bohm Lram Let Prodwoll OmiNKAr A9Qrmod for Use Iola i!im= wima d10fl6 9m1dm.f1m Radom Emma 10 6004670 (Lew LFatI hipso Vkg4 bidlg Ghat Dow 0W42M1 Yea Year Yea WA 1 807, 707, 777, 747, bed $47 Street ad Pale of Doors !tart Olaxed, and Lowered singes, bed Peke of 121312011 Yea Yea la&)w Mom doors. Yea WA 5 SERIES 420 ALUMNUA SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED)= 12/312016 No Yea No WA LdNLGJIm 7 Goals Vaal= 215tio 143egeatnM& Wot Florida DspaAment of Business & Professional Regulation Building Codes and Standards Product Approval Application DWiI Parr, a, mole GHInt4e .Gam EONLor lid lid RoLno" lid Tone low= Womoae rdgM EmdecAldmo MWAN la( YMMIN Adadad PSCAm®al Asm7md Asa Review 2017 Closer Sredktg PIC&Mb COMP" Marsvonwftm lnWeh Teslbg Swims NA, Grp Kremer 1MIS2017 OVIOM17 1206f2017 Approved Catepory: ExIsdor DOM (513) 7706012 Ira (513) 5194M Subcategory: 5eod" ROOM Door Asseneles mwwr aSeMQoom doM. ColaP.. WdemL CerMlcegon Mark or LWng 9MINLAW)me Ammystl for Amt.(ffidr Use how Godea LLd PJ.Oat1>elorlddo fdn%NLSMNINI ➢1b 8310DR Brecht Lrre 65 D85 W11-09 PAN21`153, 73, 75, 84A, 04,42,46.420.486. &eal Pea ("On. 26 ge) Sk eCer (up to W7 wit) 0502M M8 NO Yes No a36 PSF/42 4RST, 8RST, GOSS, OR63, ARSE, Ross WNDCO0EM774; W6 Garsw Door PSF 8t]s2rom ram EddLgr !>m Goy 2MLhMMm Goy Pone )B■de ldedeooa Guar Emlor.AJ demo YYOOMLk Yalatlq Alto d PNGAeomd Ammum AMR Revision 2017 Clam "ft ProNeb Company MR* vvarmted lMftk Taring Se vion KA, Gay PtahW I MAWt7 01VIC 017 12/05=17 Approved 1 I 51 51"m . E10selor Doors b 770-0082 rk ( 9) CabgarY ( � SOCONIM: SaWonal ExWW Door Atmnblo "%vmmrrdQdDDeY.00m Companies MWrok OwSllndonl Mark or LINkp FL&IBI724M Praised, G1d kAr!■Or A.L.mfor Use Amaaysd for the boom kids Let BaMIM1 fma�LsadoKam RL■resNvlz ROW" Loa■ 102 /M VVE-16 PAN-2F163; 73, 75, 84A. 94, 42, 48. 428.48& See Pan (min. 28 w.) OwA*-Cor (97 In 167 0521/M28 No Yea No .37 PSFfi1 4RST, 6RST, OD5S, ORSS, ARM, EDSS wale) Vlore &9174; VW8 Grope Deer Par, Florida Deplubrerd of BUsinew & Professional Regulation Paw / of t Building Codes and Standards 1mw1e Product Approval Application DWiI BtlAMlAI Smm tddetm gift lie GeLbudm to I= Vaal= ■rdeom[ fmdeat AmddatlMM MAIM& Yrimdd 1Hasom FIRG.Ammlul ARROW Rea Revision 2017 MI Widows end Doors &eat srpr MMdoan AJdilcural Swam M. UMdt PE 12131=7 IV312017 01/0412018 Approved 0ategory: VNltwe (717) 385.33M wrufack nn Atodtion p17) 3172464 $d Category: Piet bebrowendad.cers Corpse■ Wdlo* ContlBttlt Mark or LWng gmdkAwosr Amrr>rOdLGr Agonaved onJde lard Grim Ant X cmadLgmuwm s In Nvw Adald, WOM Radom Poeeln 1 185 PW 73 x 721naidated Gteat 04003=8 No Yea No +OW-00 Florida DepaMent of Business & Professional Reputation Papa l a l Building Codes and Standards taw,e Product Approval Application DWII Florida Dep.rhnwd of Business & Professional Regulation Pa9r / a 1 Florida Dapartnent of Business & Professional Regulation Paw / a l Building Codes and Standards immix Building Codes and Standards 1051201e LJ¢tl641112 Product Approval Application Detall Product Approval Application DWll m m )Arm loo umoarz 20s w EoircA uooe )hid( YWA*d LOsYId ERQARRMW Awroved Mae Revision 2017 Thwnw TN Corporation Genstar. Exbtkr Doti Rkk Wright Lyntn F. 8tl•r1kl P.E. Ryan J. Kip, P.E. 1WiMM7 10/18=17 1022W7 12/122M7 Approved (410)2Wl740 PE-43400 (813) 767-MM R "a4d eubpbprr: away p Eleedor wddpoonsu&rt. form Tne Ynlm YmdNOot Revsebn 2017 PDT WNW" Ca sort. WkdOwa Knew or NO lid N L&BOR Smdrd Pm *MKALbre MOM & kwhm d !Wm■d P=Ammyo Dean Rtk VAN*aot SOCO - CER Msem40W BCCO - VAL 12MOW17 12MM17 (941)4r-0100 (ISM 315-M lid Adserdd Lea 12rAM17 Approved diem Must Ymlm Revision 2017 MI vw and Door Compeer. MKI"a Lmlm Gap NOR DOMPmdlm Gam EsadntA roar YetN1oL®( Ya■Med lmbm N FMAsorreal Balm sugar Anwlan Arddecunl Steven M. Ue4h, PE M/03/20118 01/MMIS (717) 3$5-= Martuad inns AmodWon (717) 317-6454 lid Aadaad mom Va&tad Reportor am a FeR MMek hlbed o a Report from s Floridadtla Repsemred Ardibd r a Llcenaed FkXde P1nlmlorW Erlpnaer o(Nn mr SW Cabpoy: shish Cospassae Wised: CetWkarkrr Mark or LMYp subCatsorlr. !atonal Safer Canporae edied: dCmakatlan Mark a LMap beldrigarllornhutcorn Let _ In KM ouma Radom Ptrd. "SM4tgPd,,b 1 •. &quol;FbsrCWdo&quot, 8quot8rraolhStr6quot, 6&#*,$ &quotnlpad&quot Giwtl Flbogm 12912M1 No Yt Yee WA gwWkAramr Approved mLthe A�.Iffilse Mom Gran A %rUm tee UW lWn &quatoat.i)crslMquot a6a ratcseealacrslu Riitlo°Q10t skpb Do«-a)kawapaowrakg Cansg east Ant Pan Gm■atErlatlm000 WAQB gmukkmu emb" Eon font ALM= ftlami2omwm SmWOErlotl.8fe 1.HYM 91WAL M B NII" Era■ 7 MIA= (large Mink hPaw V" ShpN Hung Window 07/330rMO Yes Yea Yea WA 1 HIS tM M and Flange Preens 73W2 kaulded Oat■ 02m62MS No Yes No MN436 Florida DepaMlant of Bushels & Professional Regulation Pap I of 2 Building Codes and Standards 115m16 Product Approval Application Detall Flagom 4a global Eolm Noe Gals NM.lmlm la In! Y>.Ba Roadetox Nero AndaKALbr! )Nlid Gi( Yddd d LOodld F§CA■rayal ARROW )floe Rev"", 2017 MwM*.Tnr Corporation RICk Wright Lyndon F. Sclw h P.E. Ryan J. King. P.E. 101ISW7 07r12/2017 1011182017 12M2017 Approved Cebaay: Exedw Doors (419) nil-1740 PE-43409 (813) 787A5M BahCaaptey: Sailing Erdedor Dew Asma"at ddab111bltlpoonp7W�a Casperao Abaed: Eval elon Raped &nit a oorn Fbrde Repbbrecl Archld or a Licensed FlorMa Prob"lonm Ergkasr 9a1sLAmoa Asemrddhtlae A■medll[JRr t■st GYIm Let BMAWL21ndOo InWAG! OmIlds HvNZ Radom Can 14 M. TMmns-TN FbKXwk rd ilnwod -81ar Norm" 88KW;0 &Wu t;Non-Npa %&*wt; Gland 12131rl= No Yp No WA Campolib Edge Faa/glow 3kgb Door (In sabgrVubdlw: X oadgwwden) FLOOM4t2 anon EddLor ld go Geer- Gels mma YaWm aboaddeam 2109 Emd ffAll9mr )a10Mdl YddW ouhNgm alG.AMON Ammar ii" Revsebn 2017 TMrme-TN CrporMbn Rick VVdght Lyndon F. Sdvde, P.E. Ryan J. ring, P.E. 12MM3017 12113=17 12MrA17 dip FSC AW CmMgW. Edriw Doors (419) nG-1740 PE-43400 (813) 757-0566 8-bCabpwr: 8w1rolg Eabdor DwAssanub&ea r Caspar■—.. . Evakwbon Repot teat a crn FbrMe Reglowed Ardabd or a Llcernad FbMa ProtaWalY Enomm FL82SM4t3 Produces gm.(Arrome Anew" far A22MENU UM a" Rddm neat EMANUMOLIMMkNALUM Product Doedodw I,IAQR Oubhb gym Bohm pn u 14 n. ThWwTN FbrClank end SnboBnSbr Nw" IMAX0 MFot01on-00009quok OlaatO 121312M1 No Yea No WA Campoeb Edge Formal— Singer Door (Wwmbwoub ft X ow4gumwn) Bi1iWt.Rd sale mm vmaa seaddiez Revision 2017 r VWWOM bed Doors Cameary. Ezbdor Doors aubCNspay: Sarong Starner Door Amman .",Penn Waled: Evskatlon Repoli 6orrn a Florida Rayabred AIM— or a Licensed FlorMa Probationer Enatar La! ProdiodiladoLik 4 SERIES AM ALUMINUM SOD REINFORCED Florida DepertneM of Business & Professional Regulation Pape 1 a / Building Codes and Standards 1r&m,e Product Approval Application DWG tddR 210e ➢at 011tteodm 20 rd" EmbtAMOM YYOomm valddd L09tAd FECA=r*M Amelia Boom swmRWgar Luse Roberto Lrnu Skww M. talon. PE 0Sr132017 06/11/2017 Or,S20f7 101104417 Approved (7,7)3e6a1o0 PE42514 (717)317-6454 b.onwrQmwd.tm gmdLeAeeame Ansonia for Approved far Rama lMm InHVHZ GMMMD HVIJZ Readoo Ltlme SERIES 420 ALUMINUM SOD REINFORCED OX. 12/312010 No Yes No WA XO, XX waquot:ea&pbt Florida DepaMnpnt of Business & Professional Regulation Pepe / d 1 Building Codes and Standards /Nadia Product Approval Application DWII B Sorts Knew a lid Rine 020 Pmmm NO 3me 3wwm Idmdoot ram" EmlelcALeme Y6s011dJbt Yaodeed Leanod !!G Aslmyel Aae®m Lisa Revision 2017 Cbpay Suiting Paduds Conerany Melt Wed erfir Inuml - Twog Savwn NA, over Pkrlir, 11PA 017 oemo2017 12106=7 Approved Caboor. Ed w Doom (513) 7708U62 Inc. (513)516,41605 SubCebemy: 8so8orW Oesnlor DOW Atrreleo .NeftragwodopsY.com Casparas woad: Centleallon Mark or Uml ammmkuzmka ArmndforUm Amrwad for U, bmt Ndm Let s G gboll bSOL2eo hIOSJi g od0elAI1Q Radom Case■ 53 ON W5.16 PAN-VIS& NA, 94, 73, 75, 1600. 190, 4RST, Star Pan (ma. 25 g■.) 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