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HomeMy WebLinkAbout3210 Moulden Hollow Drd INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURAL NOTES LEA SN1 DETAILS S3 STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS ABBREVIATIONS SS RETROFIT DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS & DETAILS Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room WP WATERPROOFING DETAILS A/C Air -Conditioner Ft. Fool Feet Rad. Radius ADJ. Adjustable Fig. Footing Ref. Refrigerator PA1.0 R UCT APPR OVALNUMBEIRS A.F.F. Above Finished Floor A.H.U. Air Handler Unit FIX Fixed Req'd. Required PA1.1 PRODUCT APPROVAL NUMBE S ALT. Alternate Galv. Galvanized Rm. Room PA1.2 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.3 PRODUCT APPROVAL NUMBERS Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr, Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet Bearing Cir. Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine 0 fli 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. U Dryer T.O.B. Top of Block DB Door Bell LT. Laundry Tub Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate VL/ Ded. Dedicated Outlet Max Maximum Dbl. Double M.C. Medicine Cabinet TR TOWEL RING 1 Dia. Diameter Mfgr. Manufacturer TP TOILET PAPERTrans. Transom Window Disp. Disposal Micro. Microwave Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack U.C. Under Counter D.V. Der Vent M.L. Microlam Dryer Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic N.T.S. Not to Scale V. Shower Valves ... E.W. Each Way VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet REVIEW D F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor CITY OF ZEPHYRHILLS Fir. Floor Pit. HI. Plate Height Wd Wood LAN EMINER Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN ALL WORK VALL COMPLY WITH 0REVAILIN CODES FLORIDA BUILDING COCA, 12-08-15 2.0 FRAME -WALK REVISIONS ND°TH' � � # ORDINANCES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors I 17= INI INI Afk FISM It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 2575 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. 0r Z M O O _ z O Z Q O CL O V) (D Q) cn +J w M p 'U — OLU E 0 to in Cl) U 0)M Ilr I.—E U a f0 CM m -0 N O O Z ai to O 0"-0000 0 am Y Q 0 (0 0-0 u1 0 e} 0. Q O B D® \1JE j �0 0� N a�. mw +yt� a a .— r 3'� ' !61 N Y C N O.0 Pf UM yV F L �,,,, PE S S1'�`' �, '0 P To the best of the Engineer's know a ,information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 > U) O M Q U)f0Ln a V) Q - Ln U_ CL M ZI— . 0Y U Q 00 Q E� Z WJ C) �R LU Z a as ¢ UzSOp E U Z U Z a � ,iZ Z Ua F— g l Y o-O ip also O w N Lu W off° N � LL.I z o •> V) ZZ = L , w a �3 o = L r) N 0 U 0 w oJa � o aFo h _J : 1N ? �0� x Wood _.�.....:.:. t'V Ucc80 r- a°. a a oaoa A 1 ` Z w J az a EC Q g�L.-� Z Z W .�-1 Ln W W�wo a w �a0� J rl LU cn 8 z o U Q Z < a o a�z Ln Z � =z o g = ¢Z l T-1 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS T r r `P�i C��'I— .. , ,.; , Jlug I.iaii.; i���. L �i.niim �rl`: u„.a iliaiuli�, i�. .i, I. 9a: i I .- 0 0 v TYP @ 2 STORY J S6 H.B. (3) 2X4 #2 SPF W/ (3)16d T TOENAILS @ BASE COND. COND. J S6 I I I I I I G I S3 M I I I IUP 116R1 I I Cl) I 1314151 I718 TYP @ 2 STORY CDI 0O FLOOR G.T. 9 o 10 - 42"SJSPF FAMILY ROOM HAL,,-- -- M (3) 2X— — — — 12 _ fn �q (V 8'-8" FLAT CLG. - W/ (3 FLEX Cl) CARPET cO TOEN BASE 8'-8" FLAT CLG, 8,-8, T C G CDCARPET _1711S3 v LO co 00 4'-0" )1-0111 - N A._ (2) #5'S 2x6 WALL 5-SH � H4 9 o, r 12 DEEP T ___________ in 2068 B.F. FE HDR AT 7'-4" _4H it ENT R iv '- 16'4$" I 3-8" U T-8" T-6" 6-0" - " FLAT CL . S6 FOYER O 0 L 0 r• TYP @ 2 STORY OI Ol OI "' 8'-8" FLAT CLG. 3 668 (2) #5'S O O O TILE (3) 2X4 #2 SPF W/ LL LL u_ ------- (3)16d TOENAILS @ - 0 W.H. 3 2X4 #2 SPF W/ () CC 4 0„ 0, - N BASE N (3)16d TOENAILS S3 N LO O (1BASE F-----D -- --- I 0 2'-6" BUILDER TO PROVIDE I S3 z APPLIANCE PROTECTION O00 E cc � DINING ROOM WHEN REQUIRED PER FBC PATIO � 8'- CARPECLG.2 CAR GARAGE _ I I I 8'-8" FLAT CLG. I I I I I I 4'-0" 6-2" 6-6" 4'-8" 20'-8" I I I I I EDGE OF SLAB 2" ��� I p I n n L---- BEYOND WALL N I I Q I I I I 0 --J L_— --__— __J I Lu I co N l D 36 36 CC H I O IX I I L I— J S3 I w I 1 0 1 I _ I x 1 1 1— 55'-8' FL T CLG. 1 I I I I I I I 2E 68 I I I R - 668 B.F. • 2x6 WALL I I REF. 24 24 — OPT.— PANTRY _ L------------ — IF L----- --- D 0 16" DEEP _ S3 c� 5-SH - (V J H.B.T S6 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2'. Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25i S.H. 13 20X38J 184X37J S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 184X62j S.H. 16 20 X 72 18 j X 714 S.H. 32 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 N/A S.H. 434 27 j X 501 N/A S.H. 1733 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 1/2 S.H. J36 274X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 4 X 50 S.H. 25 37 1 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 734 WIDE S.H. 32 54 X 26 52 } X 25 i S.H. 33 54 X 38 52 4 X 37 4 S.H. 34 54 X 50 52 j X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 4 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (A) +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 14.Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CD zM� o _ � m z Q J a Z O cn � w C) .r , — O./ C = m o o0 V) mr U w F— E a)M CDCl)Cl) N 6 N —e all Ooo M U L_ LL CC)a)� Ce U o Y <Crn n a � O rnq.Qo A B 1 D® K.C,a.D­ `\\\�L°°°�O \� •• N UE LL_ �kTt ' ¢ - G� mo c- g� t UM ©• Gin LLI c,,- i!� tI S,tq �..�,: _off❑' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O a) N 1-� 4-Jo r>-i U) M C:)M Q - z 0 cl�Ua00 zz Q E `. �i ry z WJ l00 0Z Jo Z of f w ¢ W U Z OU O ZLuw� U0z$ z U°0W aw�`o UaF J m Z N ^ OW z ZU �Y" 1�O Q U � Z Z D � C: � O 5 0 U = N T �U' �Ro T`2114 2:"f Um o. a N z¢0¢ WW< ZQ Q �a< 5�� Z W0�o a LU J Ln rl LJ.J Q LJJ a z ?aUWo cn o z v Lam F� w z Ln ,I- Lrj z Z ITJaZ g w V <Z ,-1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 1 F_ -1 J I I I I I II _j J d I 1 I II�� S6 S6 I I I ��i I I I i= TYP 2 STORY o TYP @ 2 STORY I 1 4 1 5 6 1 7 I8 — —_ @ o , '9 10 I ^iii LO — NOWNERS 13in LOFT SUITE H3 D2 8'-0" FLAT CLG. H3 D2 8'-0" FLAT CLG. 15 I CARPET CARPET R.A.G. 16 Ljj 26, 16 -8" 3-72" i �7 3'-82 92 2'-4" 6'-10" 54" 2'-6" _ ao 2868 10 _Z r i r I W 1 OD eW I I I 0 —Loz C° I o LL CD o I T E ! r3-6;;,;z , l IX CD 61 —--__—�__j t t l a d I ATTIC 1 8 0 li E CL I I — 4'9�ESS BEDROOM 2 24 8 10 I 8'-0" FLAT CLG. U) _ I HU _ CARPET 0Cr iv 4'-0" 5' 10„ 0 6'-1 Q 5'-4" 2-42' goy 13'-72" w H1 6 00, S 41 2668 D2 _ c Cl) FIBERGLA - 3 SURROUN °_° D2 --------------------- 60"X36" I R&S -- =W z m CO 2638 SIM. SHOWER o o �, N w/ (5) STUDS (o � cv 4068 B.F. - M I 00 r J N 4068 B.F. 3' �" 8'-10" S6 � TYP @ 2 STORY N 6,_521„ 2, 4„ 4'-22 G w o O T T-102" r 13'-0" 2 11'-8" � B CD) I co ROOF G.T. — — -- eo — — — Q w T ot3l I off$7 r 0 0 N -0"FL TC G. BEDROOM 3 D2 ; W.I.C. ; BEDROOM 4 -T1L 8'-0"FLAT CLG. I w H1 D2 8'-0" FLAT CL . I CARPET � I 8'-0" FLAT CLG. P— CARPET j 1 TYP @ 2 STORY `O I I I I J CC-, FIBERGLA L------ --_— S6 SURROUND R&S EGRESS 25 SH H1 D6 6 TYP @ 3 CORNERS D2 D2 U. N.O. 18'-8" 20'-4" O HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE. HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 1 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT *' SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38� 18�X37� S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20X63 18#X624 S.H. 16 20X72 184X71- S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 j N/A S.H. j 34 27 4 X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 34 NIA 26 x 50 S.H. 435 274X63 26X621/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37jX72 361X711/2 S.H. DOUBLE 2 WIDE 75' TALL 734 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 �D +24.5 / -31.9 �E +23.0 / -25.2 F +23.0 / -28.9 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA LIVING TOTAL 1093 I 1489 2582 1 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) a (D �p z M o _ z o Z Q a z es� .0 — .T O � E V) �Vi O o0 `1 t11 a—E 8 Rip a) cc i c co M 2 M M O `oo Qj c u^00 00 Sao ANEENIIEM Y rn Lf) O rn Q o A' B D® N C B D C o .. ci�' Z MNNZ i007 1,� 1✓� Q* � � �J uj n_ m N O 0. LLX Wa`rU F g S To the best of the Engineer's knowl'e'dje, in ormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 M H U-) O M �C U-) M Ln WON L IZ ` oC V � `0 a E� z�� LuJ 0 d- oZ �0 Q z ,.. w¢-[r Uz�0 Zww� =) Z z z = �o�W 0 a "`•j < 0 ( Ij&LLN o Q� 13 oz zo 5W l� O CZL Z '�^ �, LL -� 1 `� L/ Q O a o V = / N N U, oLL �ie0z 0 J Vim v2m5 a fV 1� z � ;QZ� z � LI..I W LL w = al r-I tJ.J z o z o FLU¢ QLUz k o QZ U = az a z J 0 r, a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 O SHEET NO. 1.1 s KITCHEN i SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/LISP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO I PLY SHEATHING OVER LANDING ATTACHED PER T GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. o STUD. ((2) 1/4"X3 1/2" TITENS @ r - 16" O.C. MAX. FOR MASONRY 00 WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 8'-512' ;,_n„ BATH 2 J" PLYWOOD LANDING `— 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. LO KITCHEN ICI 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT Q EA. END FOR BEARING I Q w STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 0 CLIP TO HDR. I W 1 x TREADS (TYP.) r CONT. HANDRAIL THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR O 0 (0c') 0 TC-11 > 10 OWNER'S BATH 0 c0 0 N I PPF_FNr.' PI r)nP J(IIRT W/ (9) KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC 5th Residential section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8'. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %". Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than 3/4" but not more than 1)/4". The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1y2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ''/z' gyp. STAIR SECTION SCALE: 1 /2"=1'-0" z co e O � O z� Q Lkii J FZ IC� +� w c6 0 11, IO � N v J 00 `V U W co LL � C ([I M N :2 co —_$ Ooo r LL � N = U 0 � Q �Y u7 O V Q CM� Q O A� N C B D C `. i1_ _ o L[�y a� -GtMiOi14 �LJ.(Fe Z� m O n , . �" t'. WQ fi E S ���'4rrrllllll To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 (l) N >�MO M a tn•„=VZ E­ - LL Z � ra W J � aZ s W� za z� �a F- waix� Uz800 z�wD: U Z Q � O � Z aaO,n �co Q SF�o f— n 0 w }o 0 �z J w u = N z �� x � N Z¢O< �aQa w u> >��5 .J �r/-1iNnoZo r+ / G Q S Y Q d- Q z ce~� ¢WZ m � g = ¢z � ,--a a cn W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. O SHEET N0. 2.0 OWNER'S BATH 0 c0 0 N I PPF_FNr.' PI r)nP J(IIRT W/ (9) KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9116" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the FBC 5th Residential section R311.7 Riser height: The maximum riser height shall be 7Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Y8'. Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %". Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than 3/4" but not more than 1)/4". The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1y2'between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with ''/z' gyp. STAIR SECTION SCALE: 1 /2"=1'-0" z co e O � O z� Q Lkii J FZ IC� +� w c6 0 11, IO � N v J 00 `V U W co LL � C ([I M N :2 co —_$ Ooo r LL � N = U 0 � Q �Y u7 O V Q CM� Q O A� N C B D C `. i1_ _ o L[�y a� -GtMiOi14 �LJ.(Fe Z� m O n , . �" t'. WQ fi E S ���'4rrrllllll To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 (l) N >�MO M a tn•„=VZ E­ - LL Z � ra W J � aZ s W� za z� �a F- waix� Uz800 z�wD: U Z Q � O � Z aaO,n �co Q SF�o f— n 0 w }o 0 �z J w u = N z �� x � N Z¢O< �aQa w u> >��5 .J �r/-1iNnoZo r+ / G Q S Y Q d- Q z ce~� ¢WZ m � g = ¢z � ,--a a cn W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. O SHEET N0. 2.0 1" x 4" SMOOTH TEXTURED TRIM I BAND 1" x 12" SMOOTH TEXTURED TRIM 1 BANDS 12 �5 T.O.P. tFHDR HGT. , CV ti FLR. T.O.M. HDR HGT. �4 -------------------------- -- F.FL. UF2 F2 FRONT ELEVATION — B1_ SCALE: 1/4"=V-0" T.O.P. HDR HGT. 2nd FIN. FLR. -------- T.O.M. HDR HGT. F.FL. RIGHT ELEVATION — B1_ SCALE: 1 /4"=V-0" 00 11 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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. R703.8 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 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 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)172 = Amount of O'Hagln Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft, of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed (D { z M Z z t/) (D 4J w U — OL 0 �V) c6 00 a l� LJ 0 t lJ F-- m M M C 0co 2 :2 C')8 ai Ei 08,0 = ZZ 00 � �q momC) d OYizo ¢rn Loa"t M<0 B D® N PaS �•� �f ! 0 co JC M o + �\ W Ie0S: •z LLW N M'"�'sBlllllil Q Q C,QN N � 0 U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a� ►> U-) ro .ro Q z 5 Ln zV CO n' Q � z `j fo z J W 1.0 MJ OZ CO eG Q z d )-¢ U z Wa.-�� U z 8 0 O ZLJWM =�WZ J z �Q-'2J yaO,n aW,O OCorz0 W p Lu V)) >08 W W i Z Q z z �3 H U 0 0 � 0 z 0 W a = ^' V Q E f o9 X U ..,.... O O vama N. N z<0< waQa z w�U_O W T-1 In 0 .g&0- J V__I di V) 0 zz o W~8 V ¢ z z z mIn rn Q = ao Lu T__4 a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 200 SHEET NO. 3.1 -- n — - - . ) i I tiI a� �i -- I I � T�a.n) .,,� u. �... i I I ! I I -I00 co MIS M• T.O.P. HDR HGT. 2ndFIN. FLR. T.O.M.------- )R HGT. F.FL. 12 5� REAR ELEVATION - B1. 12 12 �5 T.O.P. L L L HDR HGT. F.FL. LEFT ELEVATION - B1 SCALE: 1 /4"=V-0" 50 IN 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063, R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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. R703.8 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 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / 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 SQ. IN. OF NET FREE AREA / VENT 'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed M o O_ Z Q O a z O Ul 0 v) w 170 p U — Ow fv ~ 0 V) o 0 U m LU I— E —0 rnM M C cc M 2 :6 M Oo0 Ua) tF2 C Y Q rn �Qo ,n o t 0) < B D® SW O W N a•� .. ,•tic�ii Tom' �+ rJ Jb o ao ��',� �rLFO rn u' � rUK� _Q y m .Q "+►► - lily V a � o t ' C N �� U0 ca LL I 510 �7'��i`!� I114110'\ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O N 1--i 4-J Q I>-+(nMO M Q V) fO n L <��' al� V Q00 Q E u Z fa WLU C:) oz 0) za <a Z F- W Q 0 0 o O 0zu zW W � Q �lnzz C�O2w W a9�o QW m rzO J LJJ Z Z ' 8 C:iI^ �.1 1 n3 Q� o Q ^ L 1 z �a U _ N Q U L €� r3 i OW CpJJ dZ Q U N oao< W�<�<Q Q d' 5��� Z Z l) aft W w L r 4 LLI LLj ? a � -0J u7 0 z 8 u <o Z cy a m O J = a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2nO SHEET NO. 3.2 i --1Ii, it-T,�_A I I. FIT I, J JliII,TI _I..,Si 2 1" N r` M 2" iv oo - CD 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING r� N 0 ih N 32' 11" 32 1'-8" 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 22 , 1 1/2" RADIUS 2 112" RADIUS 4 4" 1/2" RADIUS 1'-53 --- VARIES VARIES VARIES 12 VARIES BASE MIV M1 4T rN LO r- CO • 4" 4' 4" c71�f' _ Ala 7T 1 )3., 4 42, MN SIN T 4' 'T' 2„ cn�v VARIES 12' 2 2 • 3„ iD • *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2„ 2"" EDGE OF OPENINGEM 2 8" 2" 7�1 1-6 1" 1'4" O i N 1" CO 2a" N • 12 2i „ 4 'IVLl IN 3,, 4 1" 2 10" 2" 4" 3 N 10" 6" � 1 6, 2 2 iv W Q 1-1/2" THICK W Q 1-1/2" THICK iD r� ^M �M 24' SIN 00 3 4 1" 2 Cl) 1-1/2" THICK • 1'-4„ 3" 1 1z Q4' • �„ I 2 9 ILj 22" C`J M 51" 4 I I 3, VARIES VARIES 4" 8�. a0 --%� 14i 32 6„ 4" (V CV Roar" 2 VARIES VARIES YS TKETONE F11 ONAL GARAGE 0 DR. OPENING - 4" _ - KEYSTONE F11 00 OPTIONAL Y3- 3 3 4 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" 00 1" 1 _ �o �Mr `t NOTE: •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED S-8" 4" T-0" 4" 10l,1 ' 10.1'� 4 14 4" 14' 0 iv r, N 12" IL 54„ 2,-1 , 1' 12 S4, 1 - 1,�„ C\I iv GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 (D LO Z M o _ � o Z Q ®.. V) CD Q) v, L11 'U — Ow Of �' o V) 2 0 m N /~y dO [.1.3 M N Cc0cM F— V T � e') O 8 c" N L_ LL 00 00 ( mom�_/ N 7 O Y f� LO _le0 � rn �n v 6<0 A �co N V O V 6rn p Y, O 0N0 aMi C14i I_ Z "� O —1 Z �V LL 0 L1 ii rf N W a=moo LLl ° a 4 W Vaao Zz C� Wmwo m �o ZNEo, < J Wv,M N Q � ) U 0O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O N r� F-i v / ro 0 1 M Q U 'gyp Ln CA.O <C L_ U_ L Q /1 U ro z z z�� WJ C:) A OZ O �Q z d ¢ g Wa�� oo8o ZwwtC J �Z 0U�o W LL N W Q N z � ICU>v J 1z w g � C Ln :v Lt) O O U = N J ¢ Lg LU Oz X Ho. W A 5 a o N o¢o< I?¢z3 Z w I.l� La ; 0 J Lj � � �Z< Zo Ln �.} V Q ¢ Z QUjz k Z a z ¢z O g = LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. F1 — 1 11 li IT'. uI� i f I— i — i —TI — — — — — — _ �nr I I'JL- II u.. I i I ilfil r 11 :u.i, _.ni.,.I If I I I I 111 1- 1 1 � - - a b ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94—/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer 2 Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, 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 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE DISCONNECT Q EXHAUST FAN GFI GFI FI • - tLtU I KIUAL t ANCL � EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) DEDICATED RECEPTACLE VERIFY METER FOR MICROWAVE RANGE LOCATION WITH CH CHIMES (OPTIONAL) HOOD PER SPECS BUILDER O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" UI `O Z M O Z� Q J CD nV) W c/) 4-J W W O ~ y = �V) OMO +V U LU MM CtMM E —8 T:2 M Ooa tLL00 0 1 � e O � Q cm r0 Q o A1 I D® N C B D C O N N CD iD GV O t.. co o n CJ o O� O OND Z O Z W — « M � c —' _ ` A/ r E 2 L.L N W44 v� N <� N to w a LLI LL W V Z -0 a �tn� a C) y 48, o n Q m m W a 01:04 9 a J o N Cl) V O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O a� P-4 4-Jo ►>-+jr) MO M 4-1 Q U) 'gyp Lr) Z ill cn •L 'd' V) 0 N U_ In f- C)- �1 QC V Q 00 � Q Z Lu C:) J C:) W O Z �o Za fa H z W<�� J o2Wo Z U Z of n.w�rr ��2o o U _ W oZ zz }O �— IJ f Z ce L J '�` W g Cc o 0_ N O �¢ oZ o Tills Womn ua� O NN 1` a Z W Z J uj �¢<3 Z Wo a W r•-4 Lli W 8) Q 2 J r•� LLIo a 6i z MOZ8 �~ �g W � lE Z R ^z Z W �o aUj 0 =Uj ,-i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 -- -- I I I, - -j ---1 i s I;I uaa IrIiIT'i.�Tll— 1,: i 11 r W-_ � I i 1 1 1- 1 i I I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 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 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 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 PqF DUPLEX OUTLET ABOVE COUNTER PE5W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE POWER CO. INTERSY BON TERMINATION NEC 08, 250.94 —/ 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. )pper to lights & outlets )peer to 20 amp cuts copper to WH copper to Dryer Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. Q EXHAUST FAN ;Qi EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) FC SYSTEM O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) N TELEVISION (OPTIONAL) T 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER 11111111MI ELECTRIC PANEL _Mai DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT _ _ T i I L — I I I I r I I I I I — � _ I _ J UPPER ELECTRICAL PLAN SCALE: %4"=V-0" � M OO Z �t O nV) W *:0 4J LU U — L.I.i O v I N 0 in 0 �T "J C) m n Uj i— Ep ® U tU C t6 M N a N O O O U rLLco CL O� Y <CM to rnQo A N C B D C ti cn N N .n o oo rn �p V Vi8 9ci Loo N O ccoo Z o O A/ r LL. N 0 iW W r.L g>CLLo °-L 10rr-L �0,� ZN9 0Z oo '�' o0 Of mO0 LLZaY't� ¢� W <Q� N _ o O U O El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 N > °o M QLjMLn Z d to U0 0 r_1 Q - LL ZF/ rCL V Q 06 � Q ZLL Z W J � J oZ =o Wo zd QQ z Wa"Lo- � O J z w w� E=)Z J Q �S�W ��o U ��o w ZZ o f% Z Z QC W z LO .� W 0 o = N O J Q O J ILL o� r-oo f- Z QQ LIJ Hma a. � Z J ZLLI J �} t7QQE Q OWE Z Z W LP) �M W� ��0 .I ri tL o z o ,� Q Q Z ~ ¢WZ �t7 Z a o Z g = Z az SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.1 VENTED SOFFIT 40 Cn CT ®r VENTED SO 40 SQ. FT. ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0,0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT ►FFIT ZONE-1 ATTIC SPACE 35 SQ. FT. NTED SOFFIT SQ. FT. ROOF PLAN SCALE: %4"=1 r-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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 Water-Resisitive Barriers. Water- resis itive 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. R703.8 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 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed r 0"' M 0 O _ Z m Z �C a V)0 ,, Q) rn w � Q U — Ow � `/,) 0 00 ®�® air N M w E -® 8O C'mM m-0 N o0 „ NEU_0 0 ) Q m C 0 6 CL Q O A� B D. N�C,B DC s t.0 NN co ep I—VL- �- LA Z i Q �, LU � ;ugQ < gat a Ap 04 °7t���f/111f1a�11't1�1,\ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N o�� M O ►tea Mz 0 QU-)"(0Lr) i _0 Q LL F- M IY V CL 00 Q � � Z ro WJ C:) J Oz �CO wo za Xa w¢�ir Vz90 Z�wa i-Rzz �2wz- yap_2 OWu_o VUJ ��pO T i O Z z o Q U E z LL vz W t7 0 U = N Q J �a L� CL o� o ➢� IL a Y �' -= ;cV O XOcg o<o¢ I� WWza c�aa Q p w 0 Z W Lf) wa 6 <� J r-1 LLJ Q Q z o sa Ln z z ��z z o g = az LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 5.0 c a NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 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 43'-0" cn 38'-0" 5'-0" -4" TYP@2 J STORY S6 H.B.t 4' 2'-20" . 2'-1 ch ■................ ..... ■ ■ ■ .............. .....�....■ d 5,4„ 16'-3" d I l \ HVAC CHASE — — : ; BASED ON 0'-0" I J S6 ■ LOCATION 49 INDICATES FILLED CELL w/ 3000 i� PSI CONIC. GROUT FROM FT. TO I BEAM W/ (1) #5 REBAR VERT I ABOVE SLAB TYP @ ALL PLACES \ ` iv r _ _ \ \ 19Zj\ \ \ I I 5'-411 I SHOWN HOOKED FTG. DOWELS 5-1I • I "' _ EMBED W/ 25" EXT. ABOVE SLAB r -11 I "GRADE 40 STEEL" TYP @ 2 STORY oN � I C J \ L J}'' *�� CJ I I - lid' 2'-6" x 2'-6" x 1'-0" Cr)G �•� �` I S3 W/ (3) #5'S E.W. o '- I STUB UP TO I 1, I N ' I 2ND FLOO 11_91 1_01, ' 13'-74FOR A/C M :I L I I (2) #5'S TOP OF CONC./ PAVER TO BE 4" ■ ; 0'-0" L S3 BELOW FIN. FLR. J 2'-6" x 2'-6" x 1'-0" PROVIDE Y2' x 9" SLO ` J S6 I RECESS FOR FRT. DOOR -3 1/2" W/ (3) #5'S E.W. M TYP @2STORY r--------- — ------ (2) #5 REBAR �_/ BUILDER TO PROVIDE CC VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 FILLED CELL (2) #5'S cV -3 1/2„ `� PROVIDE 1 %" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY q I I RECESS FOR COUNTY ONLY SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I I S3 I MASON'S SLOPE SLAB OVER 6 MIL L_ VAPOR FOR WIDTH VISQBARRIER I I I I ■. I I I STEPS AS CHASE I REQUIRED PER TO I FIELD CONQITIONS I KITCHEN ISLAND ISLAND I LOW WALLS I I -3 1/2" SLOPE' II :I I II IL --_-- -_--- I I CJ I N A.■ ,l I oil -I-CJ 4'-11 J0'-6 �__ JJ = 4„ ' _ -� N �----i 1���� -------� I J IILLJIIS S3 I I II L JII z 0'-0" I I I -=�N ` o rn CC (2) #5 REBAR T S3 VERTICALS w/ in cfl FILLED CELL O - 12 STORY 10 I -_ ■. ...................... �..... ■ 1 ■ 1 ■ ■ ■ (V J H.B.+ S6 TYP @ 2 STORY 6'-0" 5'-4" _ 4'-0" 4'-4" M1 5'-0" FOUNDATION PLAN SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 1112"=1'-0" #5 CONT REINF. SEE ,�: ; ; •' �_ FIND. 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'-0" 0 Z Q z O ln/•i' � W N •I--d w � p •U - w O if � ~ o cn � o 0 i� U �M w E F — p U co C� (U co (9 'O Q O O O su"00 Of N Qrn C O Ln 0 v rnQo A, B D® N C H• D C cv N va0 Rom' o ci > , w a a l6 P ui �� 4 %'�/e� �£ O S 1 To the best of the Engineer's know a ge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z r4 O a) r\ �-4 C:) M Q U-) f0 Ln n. cn•L� CA Ln H � LL Q \� U QOC) Q E Z 170 WJ C:) €oz 3� w za a f Z w¢�a oowo Qz--= z ^J 1..� 0 o= j E j Z Ouw�o aa�o w N ~ zz o a� JQ zz 5� Z � L Z a N c G ^C: W N O L / z U = N O z �w a°o T-012 w x0 UrYma 1 w'ayz¢ Q Z ofo oo�p o W T—1 Li) LLl � a : a J rl LU Npzo U a8 Q z w wz z z tu �i z m o g UJI M T--1 o SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 6.0 ®r CJ11 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9- 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 112" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 112" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 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 LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HU 2 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 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 „X. HTS 20 1450 1245 24-1Od 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 7 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/_ 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLYCONLEDGER —(A) f� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-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. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS .///F FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRIG. -4 ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING (F"' �C 0 3 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN SCALE: %4"=1'-0r' I 0!;2 zM 0 z Q O J CL z O V./ cn 4--J w .0 — m Ow �- V)o N 0 r i� U mr- N M w I-- E — CO3M cu M co O o0 = N U w LL 0000 0-1rl- (1) Y � d� Q O rn rnQ o A1 B D® N C B D C If i €i 6i 'I 0 N��'ds 6 o�co,.... 00 t7` N S00 uo CV z.No eL LW � �: �•��� 8'°FLO Z0, rn 5t.......• �•� <% SS10 1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O au r, 0 ��o > V M O M Q V) Q LL Ln r0 q-1 V '--I Q 00 z§ I0 J W � oZ O LL, �a yy F— z Zao_ UZ80 oQ� Q —� Zww� �Z �yoCL ¢ i Lu 2':J V 0 00 Lwu �8 °` Bo z L C C W oZ Zz }o a C: L l LL- a) N Cr— o O � O o Q U = N -j LL L LU 'o� O O <Y� 864 C0m 2 N ZO<oa Z Q (DQ g�.- -W Z Z (� wa�P W W J L!) rl W LLI �a°o L'ort, o U Ln Q z Z Q W Z z *k Z W a <o O SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 3Y LICKING Ma UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE LISP MANUFACTURING, INC, Q 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 R77A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 -8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H 10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1 /2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD313 * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 37855/8" 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 LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 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 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 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 1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d H P2 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 (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+}� THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 (A) �I¢ INTERSECTIONS. SPLICING OR CPLY LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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 SCALE: %4"=1'-0" I Z M 0 O — o Z Q O t2 Z Lo,, 0 (DIM W — O T E 0 i� o 0 U WE 8 WM acoM Taco 0 C', — U co ai Y � o0 O "T Qrn rnQo AI NCBDC o 0> Z a �Z LWY°cow_, J Co a a�z -a u7 rn � Z;a_ ¢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 Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N O i>i M O M Q '(0 Ln a (nz c:r (n 0 Q U- Q' M oG V co �' 00 Q Z Io C:) WJ CD oZ Z Qa F z UZOp Q -nJ zwwo' �yowZ CL a 0 1 J 0 N Z %�o T i c c o ZZo }u Q Z Ln L.L F "� � O a U _ N Iui LL- U- >� az O Wo�S O u�ma N I1 Er Z�o¢ za ; g I-U z Z WS,o a w W J L7 � LLI � ��� N�LLo Z gaF Ln �t- 2:Q Q z C � o g = az n ,--I d Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2 . 0 SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY O O O � O '• 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T O © © O O O O O O O O 8RF14-1B/1T 8RF14-OB/1T 81=16-013/1T 8F16-1B/1T 81`441B/1T8F401B/1T 8RF400B/1T 817321B/1T ;: � , ; FORM do GROUT SOLID a. o _N W `- U O #5 BAR CONT. 8F12-1 B/1T O O C 8F20-OB/1 T ® V' LINTEL DETAIL SCALE = N.T.S. ME M I'm i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 6 F 16- B/ 1 T U tNOMINAL.L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT S C7 LU 0 Z #5 .(1) RAT TOP ALTERNATE POWERS MIN. (1) REQ'D a e 1/2 STEEL LINTEL CLEAR G Oe G °—.0—C.M.U. #5 REBAR AT TOP a ° n MIN. (1) REO'D 4 1-1/2" CLEAR ° • ° GROUT ° 5 REBAR AT ° O BOTTOM OF LINTEL CAVIT 0 "'W—BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN NOMINAL WIDTH LINTEL (VARIES) MATERIALS cT f precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END D �L�m �U)zLu Lu Z"d w � �D . <- 3:N U)n lr CL � o A /*] 4 r-1 `—C.M.U. Z' D #5 REBAR AT E 04 AS INDICATED 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 FRUCTURAL SHEATHING FTACHED PER NAILING 'HEDULE ;EE PLAN /WALL KNOCKOUT COURSE / (1) #5 CONT. =E PLAN FOR FILLED CELL "ACING 1 WALL SPLICE DETAIL SCALE: 1" = 1'-0" 5'-10" LL 6'-6" LL O 4'-6" LL O VMA ... . . . . . . .. . . . . . . . . . . . . . . . . . . . 5'-4" LL O MIN. ... t : 5-10" LL O 5'-8" LL O :ti 5'-8" LL MM(X) 5'-8" LL O 17'-4" LL (E� MIN. LINTEL PLANT SCALE: Y4r'=1'-0" L3 0 z M o O _ Z (0 Z J CL d Z O cn/) (D W C/� i--� W C) V LU L ~V) 0o� 0 �O U Fn r-- M W I— 8 AM co T :2cM O O O t LL co Ly ) o Q to 05 C,. O iD 0 q- rnQ 6 A� BD® N C H D C R ~ 00' .�✓ CV co®��/ lf9✓ N n . �•. u� o L LU u ; ci�,,, 7 ' la -& °SLUo <I: .L.. ./. - o o�p," L ON�.' UM 0 Q -^. U••....• OR W S S I O Q ,\,�\ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD 0 Z 0 vr-, " IJ Q 1-4 M O M LL H (1) Ln Q n rn oC U M ' I Z 00 Q Z § E Z WJ C:) OZ Zo C za f a air �ZUOO ZW W j QKQ = Z Z � 0- uJ C1 UFLU U) ZZ >o fZ Z g r) L 1 < Z U = N —J uJ [U°o f O f-- Uo'n N Z a a Z J Z W Z J �Qa Q Q opa-Z - Z Z L(i CY a Wf o LU J r-I LL1 2 Q W Q Z Q ° cn 0 z u o '� a �Wz Lii tO z a � U) 0 Lli Q J UJI _ Z ¢ z � r, r1 a Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 8.0 v •.ram*. - - - - — - u-��'�.r� . � r u :rA . a:. a��, .din --� , u.ra: -Aw 7'I- -1 - - I T NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE THE D TREATED WOO ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA- M C C ANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS C S 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: FRC 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 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 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, ITEM 6, 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 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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, ITEMS 10 AND 11 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 1012 AND 1607.7 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 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALLWINGS AND CALCULATIONS REACTIONS AND INCLUDE: DRAWINGS 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / Al85M-04A 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 Yi' GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (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. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS HE / 1 OR 7/16" STRUCTURAL 1 .N. . SHALL BE APA RATED STRUCTURAL S ATHING 15 32 EXP, U.N.O. . 4.4 3 INTERIOR PP ALL PLYWOOD USED FOR0 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. TRUSSES ARE CALLED FOR N THE PLANS THE WHEN PRE ENGINEERED USS S C L 0 0 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 R706.6.1 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. Z 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 5th ed. (2014), 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. FRG R318.1- "A permanent siggn which identifies the termite treatment provider and need for re -inspection andtreatment 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 T-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n rete overpour and mortar along the foundation perimeter must be removed �ie ore exterior soitreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' 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 %". 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. (D zM� 0 -o z�Z Q O z (nv) O 0 Q) v) a-J w � o 'U - 0 w ~ o CQ C/i o 0 i� U M W H E -8 C f0 co m -0 co Ooo LL00 0Q-o Y Q rn '0 O ,r 0) < A 1 B D® N C" D C If X f r co g D i Z _j sd ILL. N d �o To the best of the Engineer's n e, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 0 N i-' a_+ C:) r>-i M O M Q U-) "a LP) a cn •,_ d- Q ��� " ^ M � U Za C) 00 Z f0 � W _j� J OZ o w� zaa f wa2eQE 0000 zwW� n �j z O J � uj O � � o �o C/) oV) NTT 1 W 'Z' o 0 0 z z Z z C� � o ^ y / o �a W o = N Lf o� se < Y�' vX N A 1` Za2¢ w @ J �aa3 Q d- ono Z ,^-I a Z o w W J ui 71 LU G Q LLj Q Z �Q2S u, 10ZU S Y Q ¢ w z L� ^/ *k Z Ce o Z o Q J = J Z a Z r, ,--I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15/32" CDX m¢ 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +.co + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '4' (TYP.) 6'-0" + + + 6'-0" + + + + + + + + + + + + + + + + + + + + +++ +++ + 4 + + + + +++o + + + + + + + + + + + + + + + ++ + + + + + ++++++++++ + + + + + + + o + + + ++ ++ ++++++ ++ ++ + ++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —, FILL CELL U) w CONT. #5 > STD. 90' BAR HOOK STD. 900 HOOK BOND BEAM BOND BEAM STEP US MU CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. �d 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuts. - Birdsmouth cuts. N.T.S. Under 2nd floor cnlumn w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 O 5'-0"SD b a _ STUB -OUT FOR 1'-O" o GAS METER O 0 � U O F N Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 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 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s8 BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing 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 Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls d nails SECTION @INT. BRIG. WALL require additional consideration. SECTION MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 7791M fic 6" A 1Yz" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger 5/81 THRL BOLT R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;,I I II I II I II I �1TT� T�v TT1 Nail with 10- 10d nails. — Install tight to top flange. SLEEVE THRU STEM ° ' ' .. SEE PLAN FOR--'°• • . • FOUNDATION INFO a' STEM FOUNDATION \ _ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN A H_ i (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. o USP RT16 USING I® 16-8d x1 1/2" NAILS 7� UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d- ° d a a r�TTT PLUMBING LINE PVC OR SCH40 SLEEVE ° — SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION A a a PVC OR SCH40 SLEEVE / r PLUMBING LINE 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 • aO' a a° G 11-1 II a Q ° ` I �I I I II II . � t4. °. I Jil- r SEE FND. PLN. ol SIZE & REINF. O!P o IDz M ❑ _ Z CO z� Q ❑J z W cn a-1 w 0 w Lv ZD .12 ~ o o F— U 0 m � W E t— -8 aw (DM M C M N '2 M Ooo = ai (D U -FL 00 , m C Y Q 0) Qro LO O V OL � Q O A I B D. NCBDC 070! ` 1'Siiil CD N co �j co L�S� •• •...� J dib >�ocl �• Z: Aa�L FLO �q��� ar7........ Q" To the best of the Engineer's kno etion, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z ON n 0 -N M O Q C!) U Ln a (n •L QI Ln Q I'_ M cl� U Q 00 Q � � z WJ C) oz =o o za w¢�� Uz00 Z�w� z U0z Se2W Ea2u 0'T LL o U) " L9 o W O. }U �z Ln�3 2: Q O -0 � �z U = N U L� Lu �0o I- U222 a zaoa fV A 1 ` z � W Q CZ,J Z Q cl� OW 2E z z 2 �aUP W LJ J � T--I W cW G Q ?ado Ln CH U 8 Ln l0 z z M Ce CN o Lfi g = z ¢z g r, ,--I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2x0 SHEET NO. SN 1 J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT INSULATION PER zBLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CY) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE D D I r r ° I I, oo �h _ D 00 6 MIL VAPOR BARRIER — D • I I- 04 COMP. SOIL. (COMPACTED TO 95% I I .. MODIFIED PROCTOR I III I I I Tl I i I TT. ASTM D1557) 3 MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3!4" = 1'-0" 53 OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ BLOCK WALL BEYOND 14" O.H.D. RECESS z MN� III-1 I r - 4„ a. 00 •'.'a � III III y '• II r : '� ii11 SEE A/S3 OR J/S6--` -i li I il III-III I 111= 11 1�� ,� l FOR REINF. INFO. 3" MIN. CLEARANCE 1-4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D d III —III m D II I LI I —:;I II D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH 471) ° I ! 111=III=r o II IIIL[ l r 1 8„ 1 -.17--- —...r.. �- � TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 5/8"OR 1/2" HIGH STRENGTH �� "-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s „ „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM _ S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL - EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS - INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK @ 24" O.C. W/" " " "° SP SPT22 CONNECTOR 5/8 x 10JBOLT 5/8" x 10" "J" BOLT @ 24" O.C. W/ _ `_ 2"°x3/16"PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) Cl) IIIELEV. 0'-0":1L 17 .... .. . . .. . ... ..... . .. (ALT: 1/2"x12" TITEN HD @ 24"vzv x P.T. BOTTOM PLATE(ALT: 1/2"x12" TITEN HD @ 24" OL O.C. OR 5/8"x10' WEDGE ANCHORx 6 W1.4 x W1.4O.C. OR 5/8"x10'WEDGE ANCHOR °aA.F.F. @ 24" O.C.) 211 WF OR FIBERMESH @ 24" O.C.) °. a 0 (-31/2" MIN. ° - ° - ° - -° - ELEV. -0'-31/2'" Z a d ° °°d ° aaa da A.F.F. k52x4 CONT.° U_ T-°. T_i /2"(min.)11_�'IE a N ° ° 31/2"(min- 411=1I - GARAGE DEPTH VARIES �- I� _ —I (2)#5CONT. I .. - 4 'Ii 4" V-4„ 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 J 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE ° ° P ° D—III—I I ( III III III ° III —III III_III III III= D � ° I —III III —III III-1 I I —III � g ° � � III —III —III —III —III —III i.1 FRAME WALL TO C.M.U. WALL CONNECTION 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .E .III-1 II 6 MIL VAPOR BARRIER I D �'I II II • ' ° )__�FjON SECU��\'� P65''(\tiID 00 31/2" MIN. �I TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ----(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH (2) #5 CONT. -/ 1 4,1t� 1 I-1 I I;_4(,I i-i i it , , 8, U.N.O.11j MIN. TYPICAL BEARING WALL @a STEP SCALE: 3/4"=l'-0" 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. -2x STUDS @ 16" O/C \ FOR WALL HGT.:5 8'-6". (2) NOTE: kSULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W! TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE, 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8- EXPANSION BOLT @24 '1O.C. -USP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) _ E #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - CV -WEEP SCREED INSTALLED BAR iQ- END OF 2" x PLATE WWF OR FIBERMESH Q - PER MANUF. #3 OR #4 REINFORCING BAR <D LU z GRADE °O #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksiK IIE II-[GFINISH AMI--=- II 25MIN. LAP [30MIN. LAP) a L-11 T I a 11= — #5 REINFORCING BAR R 17/8° _j W50 WR =IITIE-j-_I11;, t 11I IL WI 1 I --I I III • r iII-1I�I #5 LAP SPLICE (2)#5CON T. —III.. II ,II ,,, }�, -I I �I I I=1 I 36" MIN LAP 36" MIN LAP ON 3" CHAIRS „ , „ „ COMP. SOIL. (COMPACTED TO -I I _D - - - [ ] (TYP) 8 95% MODIFIED PROCTOR ASTM 1= I1=1I I=III=1 11= I I=�" 10" D1557) I I I I ILII, �,IT_II ICI, TI I III -, 4" 1' 4" #6 REINFORCING BAR #5 STD. 90 HOOK �- #6 LAP SPLICE TYPICAL INTERIOR BEARING rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4"--., GRADE v . III —III —III 1I — =(1) #5 REBAR w/ OPT. =1 I I=1 11=1 I 1 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - 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 + I 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I A . AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FORJ1111& LAYOUT DESIGN a - - TOP OF BEAM MVa _ -_� a .a . I III; SEE ROOF PLAN a _ - I I111-1 c -_ - o a FOR STRUCTURAL -' - I I=111=1 I I=11 ITI P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0h� 0 CONT. BEAD SEALAt INTERIOR °� a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE as ib I E_ co 6 MIL VAPOR BARRIER 4„ 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Zz__1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C.. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH ° a K S3 BEAM SIZE & w 2x4 P.T. CONNECTION INFO r> II 8 III= PLATE = I II O.S.B. I 2x4#2 SYP P.T. FRAMING w/-III _ I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 fi 4+�- 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. LU SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. w Uj Uj SLAB STEP & RECESS S.G.D. rM -,-,--SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 M V-0" FIN. FLR.A IV .•x4cel •, STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. 1r.4"y:I2yW_1,11 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. `t' M 00 GRADE_ d C7LU ;III —III ° ° ° • III III III— z = I —_II— —III III —III w 0 Lu u) 1111111111 • .� a. III=III=III ; z a I �=1 =III=III=III—III I I=III-III—_— FOOTING J il'11-1iIIi�Il1111ii 111T I =III -III BEYOND PAD REINFORCEMENT-1, EINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (""N SCALE: N.T.S. �S3_ M O O — O (fl z Q J V) C Q) 4--Jcn w r 'U — O ate., E o `V W F® -- as &M M C CO M T 'O M 0 O N m( rLLco 13C} a o dommommm � <rnn n O Q. A 8 D® N C B D C tee' 0 00 1 .Q,° ` _ 4 UA - +� LLt'0,�\ 0 Ta3E���- �m a 1� S S 10 •�� 111-1111eIt I It i\ LJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 � N CD M > L0 O M Q _0 L^n a. V) C: Q1 L Ln Q \ �� fo '-' z 4 a 0 z E .. Z J to W �t- o Z =o �Q za �^ VJ _J F- � U¢Oo o0� Z W W Ix ��zz 002Z LLJ � Lugo oFWo N Q zo Q U > J X w Z Oo U. = N J W 0 0� 0 � Y� Xoc� W O J 4$ IN O i-L_• vcma Z W o � a 'I- oP-. Z N 2 9 w, w Ln di a W Owz (J.J K o z o Ln Q Z 2 9 F Ln z aQ° Ln z J o N g = ¢W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. S3 (MONO) 12 �np) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d 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 1 SCALE: N.T.S. S4 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 PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE —V 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2 MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS 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. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a ° d 8" STD, 90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LL NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 64' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE -- - J a \\0000'T' W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OFMOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. Q�4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° WALL - d ° DOOR STOP w 0 ° a MOLDING �za ° M co 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 SFF �Off, N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) --� 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) 1 (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/; ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING FN/NG WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 USP SPT4 SPT24 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T PLATE USP SPT4 �o TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL a a° a SPT4 USP SPT SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. 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. CRICKET AS REQUIRED USP SPT24 @ EA. STUD I/ 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD —\— MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48., SPLICE STAGGERED MAN. Q�ST 10d @ 8" O/C SCALE: N.T.S. ATTACH ALL J 0 UPLIFT= 4290# (SPF / SYP #2) EXTERIOR STUDS W/ 4016d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM USP HTT16 rN SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS �7 USP SPT4 USP SPT24 C USP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING 2X BLOCKING NAILED INTO (2) 16d TOENAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR co 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY USP SPT22 K.O. BLOCK W/(1) SP SPT4 USP SPT4 -J-BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ Z-0" O.C. ° a MASONRY WALL 2X8 P.T. BOTTOM P1 ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C USP SPT24 USP SPT4 IT 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. NAILED INTO TRANSOM FRAMING PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD USP- SPT22 SP SPT4 ° a ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"Xi0" 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 R SCALE: N.T.S. W Ulr z M _ o z Q J a O V7 CD N 4-J w 0 +U — 0 � Z)o o V7 �� 0 mN U w —cr3 Rig 0M M C W co2-O M Ooo a) U � L U- 00 M au U5 Y Q m to O'T CL 0) Q O A' B D® N C B D C R. e co g V E •� �o "z P� �u3 v_rnM F H-.� O L ~� Z ✓� N CD® g y' 8 m4.a� "��'�i�/�/� 111i1�1U�� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O N I-� Ln ­ 4 F- 4 a-J O i�4 p M a Q LL Q M cC U fu Q E � z WJ C) �t- oZ V) 55 10 za a� fF as wa�C oOW Z w w QCQ wZ a u U) 008 U -a N t2o oZ Z 0 a' U J fZ H N L O L l U = N U) --j Q a 2 Ow I� R o ftg I- o LJJ w O J oEoa N A 1` Z w � aaJ �a Q gEEO z Z wawa w12 J 1 r1 1LLJ - Z o a Ln d- Q Q z W~Z k Z a Z J Z 0 n g 2 aLU n .--I d u•) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 O SHEET NO. S4 T 11 SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2} 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4l' O.C. (OPTIONAL - SEE BLOCKING FOR KER ) 24" O.C. SEE STRUCTURAL— ROWSOFFIRST 45' t 24" MAX. TOP CORD BLOCKING 45°+ 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ 2 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ 3 10d O AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND LEAST 90% OF @ USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & TOE E 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE @ EA10d NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — —� ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & 71 THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION 1 TAPCONS. SECTION r2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR f r SEE STRUCTURAL— X-BRACING, AND TOP N "' NOTES AND NAILING SP HGAM10 W/ 4 () CHORD BLOCKING N � 00 °° SCHEDULE FOR SHEATHING DETAIL 4"x1-3/4"WEDGE INFORMATION OLTS & (4) SDS 1/4" 1 1 1/ 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES �, APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS `7UR►' �j • ATTACHED W/ 2 -16d i'' 1� IJI 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( O� ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SrJ 1 GABLE TRUSS s5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 S5 SCALE: N,T.S. I°a °°lla�. a�II - �� `II°o° a ��IIm\� • 11 aII°° ° Ik ' °��� .° •°.�II° ° �II.'° ° . II�° , °a II• °°.I `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C Ulf'% lnl TMi 10000 WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24 "'MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLETRUSS 1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING 48" 0/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE 1 FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. (IS5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ \-BRACING W/(3)10d x 3" @ EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE 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"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL—J Lf BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. 0 C7 a CORNERJACK Y Q W z 0 U HIP FRAMING REFERENCE PLAN 0 z w 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. O LU ---- --- 0 o O z ZD LLJ W CO < 0 d o � 0 Q q 0 r Q o T � d NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Z M 0 Z Q E31 J z Q V) C) cry U — 0 w tal- ~ t� o 0 m I` U w F— —8 a) Cl) C fti co N .0 Cl) 000 , WIN v N �LLS O y t` Lv Y Qrn U5 o 0 rnQo A' B D, N C LLB D C ®� 1164 "' ,\\N N gCo ��% ts, Ci VE_%� Ur Up-�� Z r 1�.� �. --PLO ,•' � Q; S I �~ e` /if/111111111100 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O oN Z O ( I� P-4 p M Q U-) M Ln U_ Ln a U �- 00 O z ­ z � Z � J� W d- oz R w� zd z W < q , �Zgo zEW.- W � C Z a ay� n S co @ � � w U Z Zo a� J J C Lr) g �3 �o LU O � 0 �z U = N C� W L5� o � 0 h _j L Q wUa�0�9 ELL °¢�¢ N A 1` L.t_ Z W /] J U¢za ¢3 a ¢ 0 Z Z W Ln a w 0, J rl LLI 2:¢ o Z o 0� ¢ Ln V Q Z Z QLuz a O � _ Uj J Z ¢Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT INSULATION —SHINGLE ROOF REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 112" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT U)FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE Q U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R : FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER A . 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M U v 4"x4" INSPECTION PORT AT Er a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. nw AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE N a' .. Q ° FINISH GRADE coo 44 M I—ITI�I I WIT_k I 6x6 w1.4xw1.4 II i J I 1=III—III—I I I° I I I—IT_I—III—I 11- _ WWF ORFIBERMESH I��III I I Ii1IIIIIIiIIIII�II_TI-7 o Zcc T _ T G I-� 1-1 In f I I1I- I' I I „I I ;11—I,I I l i —STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR 4 (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION .1 SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2nd FL00 BEAM/GIR -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-1 Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL--- f Y BAND JOIST— *USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN �° y e INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-O" OF 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1— 2"x BOT. PLATE (2)1 Od @ 6" OX PRE-ENGRNEE FLOOR TRUS; FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 112" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" ��S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a °: .- '—III dO I I IIJI ICI I ICI I ICI i II Ili=T , (3) #5 CONT. ON 3" 8„ 11 11-8, 8„ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING REQUIRED 1 SECTION X- NOT FULL HEIGHT SHE (2)- 2x TOP PLATE BEYOND 15/32' OSB EXPOSUREI F SHEATHING w 2 SOLID 2x C BLOCKING @ ALL C SHEATHING 0 CO EDGES(SEE OPENING ISECTION X- w ao x E _2xSTUDS w BEYOND. y SEE PLAN ❑ 0 111lu I I � 11 11 =��� rn I I I '\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O O 2 O 2 5 FT. 4 FT. O O O 5 FT. 4 FT. Q2 O3 1O 1 q) 1 O O 4 FT. 4 FT. 0 0 4 FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE; NAILING ZONES (SHINGLE AND TILE) ❑ J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LLO ¢ SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 112" PLYWOOD ❑ ❑ (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 LL�02 U } a O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢ ��00co F 0 (n m LL ❑ PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO Z H 2 LL R STUD AND OR BLOCKING AT ALL EDGES. NLu 0 LL � LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" ` 1/2" \ S 1/2" Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL W NAIL INT, AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. W (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8d NAILS @ 3" O C O . STAGGERED rc_� WALL SHEATHING INSTALL. VRR fAI RI OfKINP S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 2x CRIPPLES @ 2' x10" OR GREATER HEADER 41 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN CS 4 INTERIOR HEADER 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 0 A. N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN, SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH .•a •d a e ° E 4 ° °. 04 M -1 I I —III —III —I I III_III— II II a IIIIIII I �IIIII I III —III (3) # 5 REBAR ON 3" CHAIR 4" 1,-8„ W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1)(2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I —I 00 EI I I, I i 9 I� @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 U' zM�_ O z < J d. z O 'n V W Cl� 4"j W • U W N ~ 0 r0 v I O U Co ti 04 mn W t— E —0 C Q{ M f0 'O Cl) Ooo y II U . -+ U_ 00 of Q 0) CL O U) U) o q rn Q o A 1 B D. NCBDC i MA S ' •�,;z�r N W 00 �' UA CLL .1 1r-• P° �ia M••� r ' e; ��y��rY To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O Q) n P-•' 4-J O I>+U-)MO M QU-fVLr) a V) d' F¢- N LL U" C ^ � U Q� Q ... Z WJ C=) 0z ;o Za < w a UZOO wtC Z Ow �jzz 0 a � 0 UF!iO T i N Z Z QO J J 2:z z� z ,�/ iy_ C: Ln _j Q S ❑ Ln M ❑ a U = N 0 2: z o� �u r- O Q he X he V w O fV M L.L 0a�.t o¢o¢ zWo� ~ ❑ Q z i S cyUw Li aZW :waoLi=oJ ri cQzn❑o .<¢ In Q Z ~8 z 1,0 � Z Z = o' Z °° 0 g = ¢ z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 C SHEET NO. S6 THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE: " = T-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS STRINGER MUST MP CONTACT WITH LAN 2x4 CUT DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING Ii1 ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND '" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION L ACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONIC. W/" X FOR STRAP PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. CTION VIEW "A" SCALE: 1" = V-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTION V SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING E 2x4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON' I E W "D" 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D—D 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" 3/4 PLYWOOD ON DECK AND 2" GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 s AND NAILED TO NAILED TO STRINGER blocking for strap (U 2x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4' = 1'-0" 2x4 PT NOTCHED INTO ' STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS i� SCALE: 1" = V-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER OR DRYWALL SPACING SECTION VIEW "B" SCALE: 1" = V-0" )ER SECTION VIEW "E" E SECTION VIEW _ SCALE: ? = 1'-0" -3/4 PLY\A ON DECK --2x8 SYf AND Ni FRAMI I` 2x4 DRAF' STOP 2x4 BLOCK C SCALE: 1" = V-0" :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 Yno nc --. — uw— AND NAILED TO LVL SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTT, OF NEWEL POST PER CONTRACT )ER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = V-0" 0 1 f-XI rx k oUIV0 1 r%UU I IUIN Ur. I /'-%I L%-D (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED (WALLJOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO kRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) 2X USP (- u :L POST LET INTO ILOCK 1DE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" O Z M(0 O — O Z Z Q O J a Z Ln 0 Q) C 4-J w � p •U — O o o l/) o m~ U U w E —� win 0M C� ft M N N Ooo U L LL 00 15 C6 o Ly Y Q rn U)0 O Ln v o`i<o OD" C r`9^il1i'd N iA a 1C� °�' `.�% 1—� _� E �� rib m.�ii• h N40 ,LC) OFE S S�O� To the best of the Engineer's I information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 n > M O M Q � u Ln Ln Q LL ce- U QCO Z§� J � W oZ �o Z. z� f¢ Wa�ax U OE " -U zwz< zz o�w a O��o V � � pO N oZ Zo ¢ U J cn z Z z Ln Q w o O L �¢ J Xo� N LL Z<o< ¢¢¢ Q ooq� Z LLI '""I L r) �a�O� f Z, J ri 2:Q V) z 3 Wa8 Ln # v- Z Z � j z z o LnZ I� g LJJ V J O ¢ G w � SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. ST 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-Ki CONN. DETAILS MAX PROPER INSTALLATION 8„ ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS FOR 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 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16" Q X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON.INTO TAPCONS TAPCONS STAGGERED STAGGERED 16" @ 2X8EM" (TYP,) ` BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL ` ST STD. 90^ p. 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1l2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL 1�71NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. IRE 1 X 4 � FURRINGIRV _ 2X8 P.T. WITH 3/16"0 X 3" ' +_2 NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS T BAND LONG TAPCONS 2x P.T. AS REQ'D .. STAGGERED @ 16 O.C. 2X8 JOIST & (4) 3/R16"x1-3N4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL NOTCH WEB AT THE ' FIRST 2 COURSES ` +5A BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 90 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (2) 4" X 1 a' WEDGE BOLTS [ (1) STRAP = 1225 # , (4)10d NAILS INTO BRACES () 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) t_t 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN4 a ; CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 314" TO 1 1/2" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" k 0� FRygN TO TRUSS TOP CHORD O.C. + �ENGT 1 �_��� 5�_��� SCALE: N.T.S. SS 12 + Al PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24QR O.C. + + + + + BLOCKING AS e INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED n „ EMBEDMENT INTO K.) 1/4 MAX 2-0 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° . '. ° a. ' a a�' .; n #5 BAR + 10 p ° D' e . CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + ' AV 9 H s IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► ®s o e o ' KNOCKOUT / N EACH TRUSS _ ,' — ° e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ • CONNECTOR MONO FOOTING -� •'. �' x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL a SIZE AND REINF. PER PLAN � AND SECTION DETAILS -! BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. • • LEAVE A CUT OUT INtO.S.B.N T MIN.OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD CD°�'• SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 90' HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL • ' • • ' •, • ' •, , ' ' • , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ . ., v _ • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° -' s• "•, s• ' ,,' s• ' , s• ",' �• Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. � REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20a. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T #5 BARS IN. 3"CONTOCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. a z EXISTING BOND BEAM Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6�_p� 5" EMBEDMENT & 3" MIN. o W SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F.F. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ U OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE I ° o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , u o v a REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — I II _�� _ ° I III i < a 1 * PRESS PANEL REINFORCING INTO PLACE. $' = v Z #5X6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL ° _ � EXISTING FOOTING � 2-#5X6' IN CONC. FILLED CELL SMOOTH. DO NO FURROW. _ ° ° r U) N DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE �. p u I'�' SET BAR IN EPDXY g G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 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 OINTS BEFORE OKS RTAR FINAL SET. (REMOVE WEDGES FROM^LOW R CO ROSES OF SOLID BLOCNCAVE, AND PO NT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16TAKES " MIN. COVER EA. WAY A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (DLO Z m o _ z° z aC O J a z O cn a-J w n •U — 12 w c �(Ji � o o 0 V w F— — 8 N co co C� f0 Cl) t` '2 M 0 :5 p V- 00 o r0 C Q to 05 O (n Q O A I B D® �NCBDC N0��\�1ticc co ��' `�y� 3 / z N 11'V 4 0 YI " p N \ Z ds] °r� a a.�,.• O,E SS,6to0 To the be of the Engineer ���' nformation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ON Z O a) N Ln CO (n M M Q U-) 'O Ln Q O Ln Ln Q LL. H Qro rv" V z la 00 4::, § E Z WJ C:) d' J Oz �o W� z Qa a� f� wz ro UZOp ZLUwo: 1 O 2:iuz a VO4 F ( N = of zZ rz C ' ') 0 a U = N U) J ¢ � f LLj o <°o ', 0 J _ W � 86H UUa'ma w�OQOQ za Q Z � T„1 LL0=,wU a� Uj J Lf) r-I L1.1 2: Q a 0 N a z o W a 8 LP) Z z lD Z = a z v, Z m ^ g az z ,-1 a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE BEAM CAN SIT ON TOP OF ROOF PLAN SEE SHEATHING PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH COLUMNW/ (2) HTW20 STRAPOR JACK TRUSS (AS SHOWN) GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT o 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) ° SECT. A -A PLATE TOP @ TRUSS FRAME OUT TO BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING ° ° TOP CHORD WHEN REQ'D 2 USP HTA20's () ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING MAX 24" SPAN (EITHER ACK USSES HIP WALL ALT: (2) USP MSTAM36 AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING X4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP)r_,"*�HIP/RIDGE BLOCKING DETAIL MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL r6 2 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18MAY PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB w/ MIN. (4) 12d WHEN CENTERED @ USP HD4101F BUCKET L.SEE L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDS NEXT TO W/ (4) 10d TOP & SPLIT TO TIE BEAMS TOGETHER SEE ROOF PLAN FOR MORE INFO I INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN FOR COLUMN SIZE CONNECTION INFO I REQ'D ONLY WHEN INDICATED ON BM. INDICATED A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FORJ TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION B,LANM A OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 SCHEDULDE/PON PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENT A SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE &F SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS 1 CONT. ROOF SHEATHING AT TRUSS TOP 11 SEE PLAN FOR TOP OF BEAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS •�C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 • TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN FOR LOCATION AND BEARING SUPPORT °o, ° INTO END OF EACH FLOOR .� TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACHSIDEINSTALL SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER EACH (4) NAILS EACH SIDE) INFO) SEE FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO MASONRY WALL (TYPICAL) 3 ,�, J SCALE: 1/2" = 1'-0" COMMON B M ATTACHMENT �18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF rg SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE:1/2"=1'-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" OL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL Sd NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING OUTLOOKER 4" INFO. O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAIL EA H END BETWEEN TRUSSES (2) STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. SPT22 @ BASE SEE J/S6 FOR MORE NAILS EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. GABL TRUSS LOW ROOF/WALL VE VERTIVAL SSTTUD) SCHEDULE SHEATHING ATTACHE%D 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ PER NAILING SCHEDULE NAILS @ O.C. ALONG / VARIES W/ FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12„ O BLOCKING ROOF SLOPE MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" xx EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16 O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO a<. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4 . ' TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN °<. TRUSS � ' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a. COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION ; SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE o 16" O.C. MAX. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @FLOOR MANUF. SPEC'S FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT( 39 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS 0 � r Z 0 (0 z O J Z O cn 4- w w 0 F- E (./) o 0 04 V w N Cl) rn m M E — cg mam O o0 U w LL 00 �Qo o u7Oq- QM 0)ao A1 N C.B D.0 v CD ASE ro Or o- M Z � LL. J d LL WsSS1c ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r,4 O � N >�`M°o M Q Ln o Ln i2 cn •� 'd" Q(1) U_Ln F. 0. M U Q� Q E 0 Z CD oz 12M z a �a UZOo "UU zwuiK j z z w �a0in O a' O vJ w r zZ Oz <� J2:Z 0 oC s Z �'°n U LLJ U) 06 :,1 z = N J L� 'o rRo' Qs e P T111 W X86 WOJ,2 o�aija Z ` J w�za Z wc�P Z J ,^-� we oaf rl LLI G O Z U U Ln Q �aF Q�z *k Z � Z LLr) Z LLJ o a� o 0- u Z T, SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. Di (1) USP LSTA30 STRAPS (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING QA BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF FLUSHW/ T Y & 8d BLOCKING INFO 0 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS TiB INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ ( 2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. 2) 12dTOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS ' 2x4 CONTACT U.N.O. ON PLAN OPENING WIDTH 4 FEET. 1 () 2x SILL PLATE W/ (2) 12d TOENAILS. • • ;o SURFACE OA 2x4 #2 BLOCKING IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON THAN 4 FEET BUT NOT jo EXCEEDING 6 FEET. A MP3 IS TO BE SILL PLATE W/ MP3 CLIPS EACH SIDE MIN (3) 2x #2 SPF STUDS @ END •• CLIP CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D •° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4' TAPCONS • • UP. SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD &2BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4' x 2 Y4' TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE 2 MSTA36 �� _ _ �� (} SCALE:3/4 -1 0 GABLE END RIM JOIST END OF WALL UNDER 10d NAILS & (4) Y4'x2Y4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTAC H M E N T 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD A USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. — (2) 2x8 OR (2) 2x6 TOP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE REQ'D TYP @ 24" O.C. B USP LSTA24 W/18-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°o o°o o o°ao°o () CRIPPLES IF LONGER THAN 8" TALL. P. EN 2 - 2 x 4 SPF O USP RS150 W/MIN. 12" END 50 USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH STUDS W/ 10d (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN @ 24" O.C. HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. I. . 2 x 4 #2 SPF STUDS THE FACE OF HEADER/ STUDS W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER o G (4) - 10d TO PLATE SEE PLAN FOR CONNECTION SEE PLAN O 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2 2x () FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" BASE PLATE O USP SPT4 EACH STUD F 2x CRIPPLES @ 16" O.C. SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B g C H PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED WAN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B j OINTERIOR HEADER PACK W/ 10d NAILS @ 8"0.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ (18) 16d NAILS & %$' BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN Y.ANCHOR BOLT W/ (2) 2x TOP PLATE PLAN E F TYP F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM TIE \ MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP D ��CF BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE PROVIDE BLOCKING �� 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ 3 O 12d TOENAILS T&B CONTRACTOR MAY USE SIMPSON MSTAM36 W/ (7) BELOW JAMBS ° SPT22 &SPT24 (OR SPT4) TOP 10d NAILS & (4) Y4'x2Y4" CONNECTORS @ INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING TRAP. EITHER STRAP IS STRAP. S SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR STUDS BELOW BASETO HEADER 5 LOWER ROOF. 6 2 STORY COL. aC� GIRDER (IF CR PL ES S THAN % 8" LONG NO STRAPS ARE SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" o REQ'D) SCALE: 1/2" = V-0" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN FOR OPENINGS LESS THAN 4'-0" WIDE, HEADER/STUDS W/ (22) 10d • DOUBLE 2x4 SILL MAY BE ATTACHED W/ (2) - 16d (1) USP LSTA30 STRAPS BENT USP SPT4 W/ 6)" 10d X 1 1/2" ( NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE TOENAILS @ EACH END OVER TOP PLATE THEN DOWN W/ (2) 12d TOENAILS T/B THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3' CqT Np 2x CRIPPLES (2) °� END OF HEADER. SEE PLATE W/ F 2� 2x STUDS @ 16" O.C. @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x ¢8�• �TOA TOP SPLICE tilj� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF SILL OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD (MAX. 8 SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, ° SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. PROVIDE 2x4 ON INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) �• 2X CONT. RIBBON NAILS NAILED TO STUD PACK W/ 10d NAILS @ 8"o.c. FLOOR DECK CENTERED W/ 8 10d NAILS ( ) & (5) 1/4 TAPCONS. TIE BEAM @ 32O.C.d 2x4 BEYOND AGAINST 2x8 ol DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) /4 X2Y4 BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE &CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" Lu (D "' Z M o _ (0 Z� Q J O C Q) (Dm 4--; w 0 U - w O m ~ o i� CnZD o 0 U w p '0 M M C m co N "O co U RioF— O O U 2 LLco 0co Yiz, rw Y Q m O m Q O A 1 B D® N C B D C f ti ��/� N `o N `1�`�i1►Niit�it/! a,g 4 qy Cl) N O o00 _. O : w a C gx N +• •Q pro`-��\Q •' � 0 Nlsc OF SS\0 El To the best of the iation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< O Z oN O�� r M Q V) 'gyp z C) Q � LLn CL M U Q ,--I 00 z Q E Z W _jC) aZ O w� Z a z WzW- L)Zgo zwWx UZ �o�Z a a 0 0 C) 0 '^ U0�0 N = Z O ZZ rz f oC V z W 'a Cl)o -� �V Z J a ° = N U) J �f o� W U a: N I� ZWo,� Q 8 m: Z W 90 CY <-,o�Z Jrl W Z v) 8 z U aW , z z Z ce a�j J Z CIO g = aLU U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET NO. D2 IFmot- 1W 7r� WIN"US'WRINR fTrAMIRMF1 Alice -I: I I _1 I I FF - Y WEATHER RESISITIVE BARRIER TAPE L1WMBLED WIND] -I HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO n enfn SELF-ADHERED FLASHING HALF ROUND WINDOW ru-�.�rnrv� ru-��nu�u WEATHER ✓E BARRIER & iARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING rO1 %SHING 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING FY�lI�S�Z�P: SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST 0 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 O 0® SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 0 a RUBBERIZED RUBBERIZED AQDWAI T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE Pi ®R* SELF -ADHERED FLASHING INSIDE CORNER -�(Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER / • (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1© 0�56 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. r .1 holes wi h ASTM D 22 f r T e 1 felt or R703.2 Weather resistant sheathing paper. One layer of No 5 asphalt felt free from o es and breaks # 6 0 9 P P Y P . YP 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 R703.1 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. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z M O- o z� d O z Ul) 0 C 4--J w M o U '- Ow Ir±' ~ o (%) o 0 U a)M °c) w E F- w co mmm - U a 0 O O O 0) U� LLL 00 :5 ci 0Qo O y Q O) VCL-) cf a) Q O A1 B D® NCEDC ti N N o � cCV 03 o ,W m o o allo o �Z0000 � w � � c o � Z - w_ if. 44 (A W N - W N 1 17 ,N W LL a-d Z v �a 0 r O � Wm MW UisN� M5 QVQM N -' o (1 ) U 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) N 0­4�o 0/4 M O M Q - Ln °- Ln 'L U ro '-� Q E ru Z W d' oZ 5,0, cl�2 Lu Zg << r� W Q & UzgO ZLu W O Z Q (70O�Z � W w a0 C� o o /�� Q OZ z� O (D J w Q �'/ O L O0 �Z o = N a°C. .ULLJ 86 Q U�Ja l V A 1 Z C O J W 1 J �az3 Q O Q �p Z O W�Wo W � LLI W d W W =ago _I cw G Q c Q Z V'n8ZU wQF Q W Z 1--I �+/ k z a U)z rn g = a z '.4 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. W P N s C6 -0 > U 0- O USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report O QStock No. Product Approval No. Basis Stock No. Product Approval No. Basis O i tU n- •� j 0 O O IQ O LL Co 0o o > W L cn Co �� z _ O L O S._ v O ^^L L.L I- O CU LU Z Z J Z Q J d SHEET NO. PA 1.0 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 HD216-3 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 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTTS FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HU5210-2 FL172327 ESR-3448 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL172327 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL77232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 tU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL106fi771 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455. LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL77244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL114707 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL172402 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL1724423 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA78 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 fSR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56116 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation. Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.7 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H 1 FL 10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0l-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420l430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors WS (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 WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL152t7.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580l1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980l1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30l40 (and AR), FL8444.1 NIA XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A POLYGLASS USA Polyglass roof undertayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849:24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL75076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters 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 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood ]-Joists ALLJOIST FL1645.1 NIA Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 NIA Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 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 Powers Steel, Inc. PStiox8LT, PSboxBLT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 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 G Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 V92017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved g ry Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quot; and &quotBenchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/312021 No Yes No N/A Series&quot; and &quot;Benchmark by Therma-Tru&quot; Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity or Type Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfieid@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 of 1 1192017 Date Date Date Pend ina Date Validated Submitted FBC Approval Aooroved Status Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF!-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, W5 Garage Door PSF 428, 55S, GD5S, GD5SV, GR5S, GR5SV, GR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174. W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&9174; W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97' to 16'2" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) W NDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717)365-3300 PE-62514 (717)317-8454 SubCategory: Horizontal Slider bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM I N M HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12l31/2017 No Yes No NIA 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No NIA 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NIA SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1 /92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15000-R2 Code Entity or Date Date Date Pending jute Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a corn Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Aooroved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quotSmooth-Star&quot; 6&#39;8 &quot; Non- Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 Code Entity or Type Versio Manufacturer Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-R6 Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 Date Date Date Pending Mate Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@mMd.com Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Quality Assurance Approved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 5 SE 95 G SERIES A 1 ALUMINUM PW R SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12131/2017 No Yes No N/A PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PVVN172X72 FIN 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#13192-R4 FL#15272-R1 Code o Entity r �L_ Date Date a _ Date Pend Date Code Entity or E - Da Date Date Pending t _ � Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nhompson@alside.com Compliance Method: Evaluation Reportfrom a die.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-RI Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Model Number or Names Product Description Contract�oiretion Date, in HVHZ Outside HVHZ Resist Pressure Sea # Product Model. Number or Name Product Description tion t o Contract Expiration ate i Z Outside HVHZ D n HVHZ Resistant �� s re Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/0112018 Yes Yes N/A N/A 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A FL#15332-R3 Products Seq # Product Model. Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 4301440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Mullions Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sea # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-Rl0 Code ._ Type Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quota SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quot Pagel of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 1221/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiinger@mMd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Pagel of 2 V92o17 Date bate Date Pending Date Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12/3l/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved (717)365-3300 PE-62514 (717)317-8454 bsitiinger@miwd.com Quality ty Assurance Approved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page oft Building Codes and Standards 1192017 Product Approval Application Detail Entityor Date Date Date Pend Date t a Contact Engineer &License Validated By Validated Submitted ed F�CApproval Aoproved Status _ Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 markd. harner@saint-gob ain.com Quality Approved for UseApproved sefor Use Use Impact Design Product Description Contract Expiration Datein HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles N CD L L Q O O O Cn O _� co O � Q co cn o Q F_ - .0 �Co VJ Z Z W J U) ■ Q) O CIO �J U V ) OICU O 0_ CL U O Ali L C ^n, W U) M� W V Q Uj L W z J Z Q J d SHEET NO. PA 1.1 FL#12328-R7 Products _SeS.� Product Model. Nu m ber or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A FL V. 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#2075-R7 Code Type Versio Manufacturer Contact Affirmation 2014 Florida Metal Products Inc. Clark Jones Category: Roofing (904) 783-8400 SubCategory: Roofing Accessories that are an clark@flamoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Page 1 of 1 1192017 Entity o Date Date Date Pending Date Enaineer&License Validated By Validated Submitted FBCAporoval Approved Status Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (786) 315-2590 Sea # Product Model. Number or Name Product Description 1 RV10 RV10 ALUMINUM RIDGE VENT Quality Assurance Approved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#r849-R9 Code Entity or Type Versio Manufacturer Contact Engineer& License Validated By Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jemmett ]CC Evaluation Service, LLC Gary W. Walker Category: Roofing (602) 269-2288 (205) 854-0160 SubCategory: Roofing Tiles thomas.jemmett@boral.co Compliance Method: Evaluation Report from a m Product Evaluation Entity FL#7849-R9 Products Page 1 of 3 1/92017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 13 Saxony 700 - Shake, Slate &amp; Split Shake Flat Profile - Stockton 12131/2018 No Yes N/A WA 14 Saxon 900 - Count Slate Shake &am Slate Y �' P� Fla Profile Henderson Y 1l20 12/3 18 No Yes e N/A N/A 15 Saxon 900 - Count Slate Shake, Slate y Country a , S e &amp; Split Flat Profile •Lake Wales 12/31/2018 No Yes NIA N/A Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A Shake, Slate, Country Slate 24 Villa 900 Medium Profile - Lake Wales 12/3l/2018 No Yes N/A N/A 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A N/A 26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes N/A N/A FL#12856-R5 Code Type Versio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model. Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quot,Safety Edge&quot Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1 /sn017 Entity or Date Date Date Pend inn Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved saw Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved 954 493-8551 PE-0046549 P. . ( ) E tomj@tc-alum.com (305) 510-8531 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 0.050&quot Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes N/A Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga 12/3112018 No Yes Yes +54/-54 (0.018&quot;&quot) Steel, 0.022&quota Alum (Pert and Non -Pert) Clear Polycarb (Full and Half) 24ga (0.0232&quota) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 v62o17 FL#21675-RO Code Entity or Date Date Date Pending Date TYDe Versio Manufacturer Contact Enaineer & License Validated By Validated bmitte FBCAporoval Approved Status New 2014 HomeGuard Building Products, Inc. John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 Approved Category: Roofing (904) 240-1382 Inc. NA, Inc. SubCategory: Underlayments john.cheslak@hgwrap.00 (604) 520-3321 Compliance Method: Evaluation Report from a m Product Evaluation Entity FL#21675-RO Products Quality Assurance Aooroved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 FL#17202-R1 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/0112015 05/10/2015 06/22/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 SubCategory: Roofing Accessories that are an acarter@lomanco.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 Products Quality Assurance Aporoved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck, FL#15076-R3 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval ADoroved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use ADoroved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity r Date Date Date Pend Ina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. John W. Knezevich PE 12/21/2016 12/21/2016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget cf 2 1/92017 FL#17869-RO Code t' or Entity Date Date Date Pending D Date Ty tie Verso Manufacturer Contact Enaineer & License Validated By Validated bmitte FBC Aooroval Awroved Status New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 SubCategory: Storm Panels mikeb@allamericanshutte Compliance Method: Evaluation Report from a rs.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/3l/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#5219-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 SubCategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Quality Assurance Approved for Use Approved for Use Impact Desi n Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Tile&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#391, 12/31/2019 No Yes No N/A for Shingles&quot; 8ii#39;, or 10&i#39, Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#16588-R1 Code Entity or TYDe Versio Manufacturer Contact Enaineer & License Validated By Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-RI Products Page 1 of 1 1/102017 Date Date Date Pending Date Validated Submitted FBC Aooroval Approved Status 06/17/2015 06/17/2015 06/25/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/0412018 Yes Yes N/A N/A FL#15088-RI Code TvPe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 1/92017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved or Use Approved for Use Ito ct Desi n f D Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1999-R5 Code Type Versio Manufacturer Contact Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis Category: Structural Components (847) 918-6473 SubCategory: Truss Plates slewis@alpineitw.com Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name Product Description 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 2 ITW BCG Hinge Plate Metal Connector Plate 3 ITW BCG Trulox Metal Connector Plate 4 ITW BOG Wave Metal Connector Plate Page 1 of 1 1/92017 Entity o Date Date Date o Pend Ina Date Enaineer & License Validated By Validated Submitted FBC Approval Approved Status CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/220/ 5 03/29/2015 Approved (407) 681-1917 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2020 Yes Yes NIA N/A 12/31/2020 Yes Yes N/A NIA 12/31/2020 Yes Yes N/A N/A 12/31/2020 Yes Yes N/A N/A N Cn C6 OCLL (D U CL O 0 C CTS �- C O CQ Li- p > . ) ­0 Cn E �^� Q C_ (Co 0 :G -,�- - — l— I i7 N U) C0 a--� > U C CL O M —0 - •0) Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 V (n 'U) Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 =3 M c Building Codes and Standards v9/2017 N -0 UO Product Approval Application Detail Product Approval Application Detail _ •� Product Approval Application Detail LO Q FL#2197-R5 FL#1644-R4 Q Li - Code Entity o Date rate Date Pending Date Code Entityor Date Date Date Pending ate FL#1645-R4 ICU }, 14— M Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Conte Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pending Date U) O Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted ed FBC Approval Approved Status .— -0 E Q Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved N (D L Q SubCategory: truss Plates dwert@mii.com (205) 599-9800 Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association N 0 C Q Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.00m (253) 620-7467 (All Q Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a . _ Product Evaluation Entity FL#2197-R5 Products FL#1644-R4 Products FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes NIA N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/3112017 Yes Yes N/A NIA 1 AJS Joists Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA NIA 4 MT20 20 ga. truss connector plate 1213112017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/912017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 FL#6527-R6 Product Approval Application Detail Florida Department of Business &Professional Regulation Page 1 ofi Coe Entity or Date Date Date Pending to Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1192017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Product Approval Application Detail Category: Structural Components SubCategory: Engineered Lumber (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae Code Entity r Date Date Date Pending Date Compliance Method: Evaluation Report from a user.com Tvpe Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved FL#1630-RB Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pending Date FL#6527-R6 Products SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design NewTechnolo gy Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06l2015 05/12/2015 07/30/2015 Approved §1" Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing P 9 Category: Structural Components (253) 924-4084 (608) 839-1344 1 Level Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A NIA FL#158-R7 Products Subcategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A NIA FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use ImDaCt Design FL#6527-R7 FL#158-R8 sec # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coe Entity or gate Date Date Pending Date Code Entity or Date Date Date Pendina Date 1 TJI 110 Prefabricated Wood )-joist 03/31/2017 No Yes N/A N/A IM Ve io Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Aporoved Status .Lys Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status 2 3 TJI 210 TJI 230 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 1013l/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood 1-joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A N/A N/A NIA Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI/560D Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FLf16527-R7 Products FL#156-RB Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use I pact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVH Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Cn 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes NIA N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A CIO Florida Department of Business & Professional Regulation Page 1 of 1 O Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Product Approval Application Detail Building Codes and Standards 1192017 Product Approval Application Detail Product Approval Application Detail FL#5450-R5 Cz FL#1774-R4 Code Entity or Date Date Date Pendina Date FL#11383-R4 Type Versio Manufacturer Contact Enaineer & License Validated By Validated bmitted FBC Approval Approved Status Code Entityor ate ate Date Pendina Date Coca Type Versio Manufacturer Entity Contact Enaineer&License By Date Date ValidatedSubmittedFBC Date Pendina Approval ggtg Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Type Versio Tye Manufacturer Contact En &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Commercial Concrete Products,lnc. Validated Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 roe 08/26/2015 Status Approved Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, 645-0166 Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved m Category: Structural Components (813) 659-3707 PE-60122 Solutions SubCategory: Products Introduced as a Result of New Technology bill@powerssteel.com (813) Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, SubCategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-114 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant Design Pressure 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resi ant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels O512512024 No Yes N/A N/A consisting preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing 1 PowerBOX3 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. W^' If rC_ V o o a� CL CL L1C Q Florida Department of Business & Professional Regulation Page 1 of 1 () Building Codes and Standards 8/162017 Product Approval Application Detail O L� FL#5259-R26 Coe Entity or Date Date Date Pending Date c Type Version Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status /�� (^ Revision 2014 POLYGLASS USA James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 03/2212017 06/13/2017 Approved Category: Roofing (570) 384-1230 PE-59166 (954) 772-6224 Underlayment jakins@polyglass.com ICU Compliance Method: Evaluation Report from M � � ■ a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products D_ Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resi an Design Pressure F_ 1 Polyglass Roof Underiayments Roofing underialyments 04/24/2018 No Yes N/A +N/A1-622.5 L MLJJ Search Criteria W M Code Version: 2014 FL #: ALL Q Application Type: ALL Product Manufacturer: POLYGLASS USA Z Category: Roofing Subcategory: Underlayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Z Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Q Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL J Design Pressure: ALL Date From: ALL d Date To: ALL SHEET NO. PA 1.3 " I _— - _— _ ._ _ _ __ I - 7 1