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HomeMy WebLinkAbout3124 Kresterbrooke LnINDEX 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 --ate - -�- - -�--mad-- 8 LINTEL DETAILS — - SN STRUCTURAL NOTES SN1 DETAILS S DETAILS — _ T _ -. _ s S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS ABBREVIATIONS D1 SECTIONS &DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry PI Powder Room D2 SECTIONS &DETAILS A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius WP WATERPROOFING DETAILS ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor PA1.0 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room PA1.1 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round PA1.2 PRODUCTAPPROVAL NUMBERS BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf BkSh BookShelf G.T. Girder Truss SD. Smoke Detector — PA1.3 PRODUCTAPPROVAL NUMBERS Bm. Beam Hdr. Header S.F. Square Ft. r IF Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing S.L. Side Lights Cir. Circle Int. Interior Clg. Ceiling K/Wall 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 IFE Comm. Community TB Towel Bar n b Lay. Lavatory _ Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile I Litel Lth engThik'n. Thicken n D. Dryer T.O.B. Top of Block LT. Laundry Tub DB Door Bell T.O.M. Top of Masonry J Dec. Decorative Mas. Masonry T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Trans. Transom Window Disp. Disposal Micro. Microwave = Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack U.C. Under Counter o M.L. Microlam D.V. Dryer Vent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror � Mono Monolithic U.N.O. Unless Noted Otherwise Ea. Each tr, N.T.S. Not to Scale V. Shower Valves E.W. Each Way VB Vanity Base N Elec. Electrical Opn'g. Opening Vert. Vertical NElev. Elevation Opt. Optional V.L. Versalam °D Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With Lo Fin. Flr. Finished Floor P.L. Parallam WIC Water Closet PLF Pounds per linear foot �., F.G. ixed Glass W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof ID Flr Sys Floor System PSF Pounds per square foot FV 0 REVISIONS o ' J N 08-20-15 1.0 NEW BASE PLAN coy WORK SH�C C��p l ..Fc;!7q OCOMP Y WH P�?PVAl�1N, OARNDTNE. N D 7O, AL ELErY , G CODE 12-08-15 2.0 FRAME-WAL REVISIONS uTv,"4C'T s-.:: '`OnE, LACES " F"�yRH1�S 12-22-16 3.0 Al B1 ELEV. REVISIONS 01-04-18 4.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 02-21-18 5.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 2 03-29-18 5.1 UPDATED PER CITY COMMENTS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE y CURRENT CODE IS VALID Notice to Builder & All Subcontractors U Bpi It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed cal Professionals clear information. Every attempt has been made to y prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to a the commencement of any work. The Designer/Engineer are not nr 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 co information found in these documents. Any questions regarding o the information found in these plans should be directed to our M Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the w agreement. CD �_to Z M — O Z N z QQQ o_ z C t/•) C9 Q) U, 4--+ L,., � o w O.9 0 U W p ti s';a U P,tty 8 th C cc M 0 0 0 U"' L LL 00 Nar O Q rn Q o B DO N � �ptp N Z fo th C J g`C/mI �I d fa��r LL' r p 7i inforrrwtll+p, add belief, the structu7al plans an cifatiops cont in To the best of the Engineer nJstcturai within these'drawftigs comply 2d17 FlpMa � Building Code - Residential 6th EEngtn"r's." signature and seal -is only for the'englin, ng portions of the drawing pages bearing EnginseF0,ignature and seal O Z r-4 r-, 0 •N 1>-tJ)MO M Q Cn V) a cn•L� Q LL Z < V Q � Q � 0 Z § Z M WJ C:) II d' Milli cz uJ Za i�a w a C VZOo zLuW Z �W�w WO'n occE8 V w O Z i W Z Z N Z � = i8 Z o N 0 U = U �Z LLJ ui ou a�O � o J O O Lu U O k N Zvi J W�a� Lu Z A 0 w J L!� Lu 8 E� J W � ZV U N 2:Z Sao 2 uajZ *k N Z m O 1 06 Z � LJ _ Z .--1 a- cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5el SHEET NO. C S �II��rrur��• c c d 0 0 N N m r- un N 72 0 J N N N i w E YP @ 2 STORY (i�H.B. `� 0 5-SH 16"DEEP - —7--- 24 — — — — 24 —OPT. A - REF. 1266 B F 2x6 WALL I I I I I I r �12 -g" T-L KITCHEN _ H1 -� I I I I I fzn A 3 8'-8h' FLAT CLG.I N - �- -TILE - �- f '- I 0o o I I I I - --- - -- - ----- �- - -'- CC I o I Q W I I - r - I _ I ICI 3• 36 36 - .3 _-- I__-- 33 i = _Ile F-------- o L L oLij EDGE OF SLAB 2" __----EDGE WALL C`1 I I x I I I I .- N - 4'-0" 6-2" 6-6" 4'-8" 20'-8" I I I - 2 CAR GARAGE I I I DINING ROOM 8'-8�� FLAT CLG. PATIO I I I 0 8'-8" FLAT CLG. I I I O CARPET BUILDER TO PROVIDE I I I I I I o w 2'-6" 1, APPLIANCE PROTECTION �o 40 WHEN REQUIRED PER FBC D O (3) 2X4 #2 SPF W/ I L_--- S3-- --- I n 10 16d TOENAILS CC 4'-0" -0"N411111- (3) 2X4 #2 SPF W/ � @BASE WHF(3) S3 N o (3)16d TOENAILS @ o BASE ------- - TYP @ 2 STORY rr �l FOYER -+II — I I 3068 I (2) #5'S J 0 01 0 8'-8" FLAT CLG. --- -- I— --I S6 u_ u_ u_ TILE I 4 16 -43„ 8 T-8" T-8" T-6" _ 1 - 6'-0" 4'-2" I 1n F_ -- TR1�l N I 2068 B.F. - -' -- Imo- _8'_8" FLAT CL . 0 12„ DEEP 00 _ _ _H_D_R_AT_T-4" _ ----------- T 5-SH A. ---r- -� 4'-0„ _0 „ (2) #5'S N cZn A h m oo �— -- -� -- — — G C0 c� S3 - n --- -- - o v (3) 2X4 #2 SPF g g'1i FLAT Q G. FLEX FAMILY ROOM 19 W/ (3)16d _TILE__' 8'-8" FLAT CLG. 8'-8" FLAT CLG. TOENAILS @ BASE - -- 12 — -- CARPET O o0 CARPET 42"SLOPING 11 _ _ _ 0? " �„ HALF WALL r 10 co FLOOR G.T. -- -- 9 CO 00 3 4 115 CPAD AC PADv I I 1 1 1 I I8 IUPh6Rl I I I I I I I G I I I I I IS3 I CN `' TYP @ 2 STORY J S6 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d 1 TOENAILS @ BASE 8 38'-0" 5'-0" V HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 j 18 � X 37 j S.H. 14 20X50j 18�X50 S.H. 15 20 X 63 18 � X 62 J S.H. 16 20 X 72 18 j X 714 S.H. J 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 4 X 50 i N/A S.H. 7133 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. J 35 27 j X 63 26 X 62 1/2 S.H. j 36 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 1 X 501 36 4 X 50 S.H. 25 37 j X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 4 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j 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 located. 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" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 �F +26.6 / -32.2 OG SEE SN SHEET OH SEE SN SHEET 1 QQ MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 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 "13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 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 J R-11/R-13 KRAFT FACED (GARAGE / LIVING) u7 0 Z Cl) — O Q a Ln 0 � w O LU � o 0 U LU E ® 0 'In— `� 0)C) C M Cl) O M 0 0 0 LL gs in M ^o .< CM L0 Q O B D 9 V DC ® +„� • Cb 'si L11� N '— CD NNp�j .`ice' �q(s) •`1i'LYi `lSn/Z V o ..... 0 'y C_ J %. �s Jg. o C�jEre a� c mr •d , To the best of t W ft,ginLQ9 ��jjLL•??ow iryryPo rhati „and belief, the structu(; pns ah lVe '' tiGrls co Y t d within these drawin s�aQynly�with the 201j�F,iQ1t BuildingCode - Residenti++�a{{6ff w44 ' li g}RDieer's signature and seal is only for the s�'`ural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O a� P-'1 a-J O � (n M O M QU-)'MU') (A O V CL 00 QO u z�� W J oZ �o Za �a 0: it oQ8o Zuj w z z z � re 2: zi OUl UF�� J U F N 2� Z 0 y , O IlY g N L0 LL N ° = 9UJ o� 0 a le l= O U�8 oa< WIt" z¢ c�a¢ Q ~�zn Z Z $S90 J r1 LULU Q Z a o $~~ Z N Z� Z m o g = �Z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 1.0 _ � I 11 I I I I _ .. i 1, I a c a> 7� CD 0 cV r- N M CV m In Ln cV it c a� v 0 J N N tR a G7 E PA TYP @ 1 CORNERS D2 U.N.O. R&S EGRESS r------ ---1 J O o FIBERGLAS I I S6 SURR0UN I TYP @ 2 STORY '.. 1 W.I.C. BEDROOM 4 TP- _ 3 1 V-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET n- _T BEDROOM 3 8'-0" FLAT CLG. I H1 D2 D2 �1 = = oal I 0 8'-0" FLAT N CARPET Q o N I ROOF G.T. TILE w r _ T-1 - - 13'-01 - - - - z - _ _ - 11 -8,1 Tb 6'-51' 2'�" 4'-22' --� -- 00 I iv oILL O 00 I TYP @ 2 ST RY m 00 J to --- IN N - - 3' 2 10" S64068 �,Cos,- 4068 B.F. -- - --- o -�- co =w w L - My 4068 B.F. T 60"X36" - - �� Z m 00 2'-3" 3 SHOWER FIBERGLA -_ - In= _j CO CD = N °° 2668 N D2 - - - - - - - - - - - - - - - - - - - - - R&S — - SUR� OOUN tO O - - - - to SI - N 5'-10"00 6'-1 5' 4" 2 �2 2668 13'-71 w/ 5 STUDS M - -- o M w H1 D2 ----- - - - AH BEDROOM 2 00 -- _ - 2468 i O /� -� �1'1 ''� -- - 28 8 yc22 i W 8'-0" FLAT CLG. CARPET - 8'- - -- -CD -1ILE - G cn I I o 13F ATTIC ` I t I 'I I �o - -----T-, I L N. 4---I I TP - -a ao _ LAT I (D in r�rr TI__E I o - I - m a I t I 00 w c0 =w I 0 I I T �_ � I - -�� C - 3'-82' -9i" 2'-4" 2868 6'-10' 5'-4" 2'-6" I I 10 = I I 04 N 16'-8" to � 4'-02" T-72" 'v OWNER'S ti R.A.G. 16 6 SUITE LOFT _ I _ _ _ -- I H3 D2 8'-0" FLAT CLG. 14 = a O CARPET I I I 8'-0" FLAT CLG. CARPET 6 H3 13 -_ -- th c7 _ ROOF G.T. D2 td _ c0 I ' "' �N O N 11 z - - I II 10 TYP @ 2 STORY II=� Q TYP @ 2 STORY o 7 1 2 I 4 5 7 I I I I 8 I S6 I I I I I I I I I I I I I I I 1 1= II S6 J_ rel HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 254 S. H. 13 20 X 38 18 j X 37 j S.H. 14 20 X 50 18 j X 50 S.H. 15 20 X 63 18 j X 62 J S.H. 16 20 X 72 18 } X 71 S.H. j 32 27 1/4 X 26 26 X 25 S.H. J 33 27 1/4 X 38 N/A S.H. 34 27 j X 50 N/A S.H. J 33 N/A 26 x 371 S.H. j 34 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. J 36 27 j X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 # X 25 1/2 S.H. 23 37 J X 38 J 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 361 X 62 1/2 S.H. 26 37 J X 72 364 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 j 524 X 37 J S.H. 34 54 X 50 j 524 X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j 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" DA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 OF +26.6 / -32.2 OG SEE SN SHEET OH SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND 11111111111111111 • : : TYP. 2x FRAME WALL 1 1 I I I BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1'13111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING ALUE/TYPE 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) (9 f z M — o z�z Q U) z C Q) 3 l cn T w w 0 �- o0 �� ~ m04 U w oo a� M C' f6 co O ON C) a � 0 Q . zs 1 Q o B D• N�� N N n M1Z Z WMW ��s LL "� io13L LL To the best of thd7tpg' rs kfu�wled L, v*formation, and belief, the structurr'olans a d spACifiaations'tontaingLh" drawin�y5om within these fpvit{� the 2017 FI��''}}0 ��� Building Code- Resider�Y�l6th�itit f gtPlV signature and seal is only �, poQ structural en iQQE �08 portions of the drawing pages E3E> (0)11T;P 1gnature and seal. 0 ON Z N 0 ate.+ OQ I> -I v , M M Q U-) M LP) a to •� d- CA Q C LL to C" , M l� U Q 00 Q E `. zfu LU jR cx2 =g fa W Q of (Z 0aCC Z lzz� w w�In ooeW8 J v d. Z L p ^ ' y , O fz H Z Q J 1 r) 1 � Q Q U = N f o� 0 o J /O� L/ uW.I ��11 Udm� *k rj <oa Z $o Z a f W a�ot2 W �Eo g 02 N Q Z Wao *I: N Z L R z m Z W �o �W O 06 g = ,--I a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5ol SHEET NO. 1.1 „ 0 N N Fn LO LO LV c v S n 0 O J N N tR Q 00 E 0 _ 0 0 0 U MIRROR O 0 =ES 0 0 LLI KITCHEN ISLAND 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/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER 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. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH OWNER'S BATH O CV 0 i0 8,_51„ BATH 2 KITCHEN KITCHEN INTERIOR ELEVATIONS SCALE: 1/2"=1'-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ !"NOSING Stairway construction and handrail to conform to the FBC Residential 6th Edition (2017) section R311.7 Riser height: CONT. HANDRAIL The maximum riser height shall be 73/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 1x RISERS (TYP.) Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any STANDARD (3) 2X12 flight of stairs shall not exceed the smallest by more than %8'. STRINGERS W/ SIMPSO14 A35 CLIP TO FLOOR Nosin s. SYSTEM The radius of the nosing shall be no greater that 9/e'. Solid riser nosings shall 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 not be less than %" but not more than *4'. The greatest nosing projection shall 2x8 #2 SYP JOISTS @ LANDING not exceed the smallest by more than Y2". Beveling of nosings shall not exceed @ 16" O.C. w/ SIMPSON 435 CLIP OR LUS26 HANGER EA. SIDE SEE Yz CLIP OR LUS26 HANGER TO Lu I LEDGER Q 2x12 HDR. w/ (3) 2x STUDS AT YwboD @ w EA. END FOR BEARING PL LAND NG U I STANDARD (3) 2X12 o STRINGERS W/ SIMPSON A35 w I CLIP TO HDR. = "e o U PLAN FOR CLG. HT. 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 %"between the wall and the handrails. Grip -size. 2x12 HDR. w/ (3) 2x STUDS AT Handrails with a circular cross section shall have an outside diameter of at EA. END FOR BEARING least 1 1/4" and not greater than 2" or provide equivalent graspavility in 1x TREADS (TYP.) compliance with Section R311.7.8.3. 2x8 LEDGER #2 SYP wl CONT. (3) 16d NAILS TO STUD HANDRAIL @ 16" O.C. / ` 2 _ io 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 %' gyp. bd. THRUST BLOCK SECURED TO SLAB w! 1/4"X3 1!2" TAPCONS @16"O.C. STAIR SECTION SCALE: 1/2"=V-0" (D Z 0 C> Z Z Q J d_ U) z c/) CD � w � o O 01 2 `— 0 m t` U w ~8 a� M c to m 0." ■ N U'n L.L. W o _ a CO CL o Y Q LO v (M Q O B De*� N in >,CL� O �7 ��nsotf � � W CV c: �Z_ To the best of the EngineeF�no le e;ln ormat(g1��� d belief, the structural plans and E0! 4scp�#t91ned I It within these drawings comply with thi rida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 ate.+ > U.)� O M QV'fpLr) •,_ � a to Q U F— Q �U�M ao Q Zfu W J � oZ � uu p2R Z a f a > F. w Z Y a tr VZOO QpzU Z U Z 7 Z w�8 L OZ Z O >Ln Q Q V fZ Z °C j� p 4 Ln LL. w o < UU q TO-CNNO) Vs� N A z�o< w O J 1 ` c�uJ c<3 a 'Z Q Zoo Z UJ Ln � J rl LU Q � Z ?Zo8 U wa~ N Z m N Z � Z Q° O 0o g = w rn T__I a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 2.0 i T.O.P. HDR HGT. C —ICO 00 2nd FIN. M FLR. T.O.M. _ HDR HGT. _ I F.FL. 12 5� 12 12 �5 31� FRONT ELEVATION 1" x 4" SMOOTH TEXTURED TRIM / BAND 1" x 12" SMOOTH TEXTURED ,--TRIM / BAND - B1 SCALE: 1 /4"=V-0" T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M. HDR HGT. F.FL. LEFT ELEVATION - 131 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. z� _ o � z <C a z C1 t/) Ui w 4--J 0 `L' Iv E o tom/) 0 U W dM C ttl cl) C N :.. U � LL ino� Q rn 0 0% ¢ o 0w. 17 0 N_ CID "'•.r�r r` z _ Ci Z a� o LLZT m m W Na o o a.) ❑ ❑ k�Q'�(ledg ' f Tarmation, and belief, the structural pla sp r'i �U ;4Qnt.*iet1 To the best of the Engi!�d within these drawings ctht�tFedBglding Code - Resident,t , rLttdM signature and seal is the ��iFfc�e�ing!i Li '� Mc�e onlyfor s. l portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z CV O au r, 1­4 4-Jo z t>-I (n M O M Q U-) M Lr) V ( N aQ)-In CL �. z oC U a ,4 Q 00 E W Z �� �z Lu Zaa v J Q tr �z80Qo z cr O�w Z zg Z Q p `a- g0JZ Cwf n o�wS VO W L J OZ z � L^_ l LLJ f z Q �3 Q� L 1 o N C)�LW U = Q� aleP r" O J z CD o rY J H E � W � LJ w !a z Q Q~ Z Z Wa�o o�Z J r�i LLI Q LU52 Z ¢ z o uJa8 �¢wz N *k N Z R z m M� w 4Z J w = Q w ,-1 a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO- 5ol SHEET NO. 3.1 I I _I I i - - I 1 II 1 1. 1. I. II I I" I 1 1111RII I 11 .I. , .1 y- I e I I 1 L _ °i— -10 is Co 60 00 N t` T F_ 00 00 T.O.P. HDR HGT. 12 5� T.O.P.------- — -_�-7-- HDR HGT. 12 �5 l I CJ CJ CJ o Z 2nd FIN. N � Fn _ --------------------------------------------------------------------------------- -- FLR. CJ / WEEP 12 CJ / WEEP T.O.M. -------------------------------------- — — HDRHGT. --------- ---------- ---------- ROOF TO BE CENTERED ON DOOR TEXTURED 23 H /aCEEMENTICIOUS NISH ON C.M.U. (TYP.) F.FL. 2nd FIN. _ "_ FLR - - ------ T.O.M. HDR HGT. F.FL. 9' RIDGE VENT 12 5� REAR ELEVATION - 131 SCALE: 1 /4"=1'-0" 12 �5 RIGHT ELEVATION - B1 SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. z M — o z�z a Q) c �--•+ 11J C.) O w CLI T E o0 U �M Cn LIJ C p M •1 N o o B D. L,C�B o_ c 'r � o � N � � N Im Z ZM 09x1151!!� LU wQ g �'�¢' - - �Z o •� I® a - 48: To the best ofWe�En er's knowlejigd, i ®rmyation, belief, the structii4 plans and spggificatiortis,adntained within these drawin,gg� corAplµwith tl�e2bi7 Flo�iti�i-` ,` Building Code - Resid'eiatial 6th Edition.. E9yir��r�s l�,` signature and seal is orilq. the structura'rengineitrF�i�g portions of the drawing pa�'fbEaring Engineer',iignature and seal. ' 0 0 Z f_1 O � � P-01�o tD I>•IMCO M a 'gyp Ln a cn Q LL C) M Q� U fu aCO Q CO Z H W J� MJ oZ zg 6� ' ) v Z f H w z- d O 0 g-W0 W uz Q LyZW W C L0 O'2w8 W 04 "��© L W g O Q ' z gz N. 3 1 n C iN z o Z o = W O� OR X C� Cr cg *k 1'V 0 a Q Z 8 °` �2 LI,! z u waz NQ Z Z �Z m 4Z LU �Z 0 z � a SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. 3.2 2 2" *NOTE: VARIES 1'-10" 12' CAP _ CAP N 1 CVzo FOAM TO BE USED ONLY WHEN REQUIRED BY ^ rN 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS r oo COMMUNITY SPECS. IF NOT, r = N 3/4" RADIUS a 1'_ a" rav iv CO 1" 2" OPENING VARIES 2" 1 1 DETAIL TO BE i\ N BUILT W/ STUCCO. 1/2" RADIUS 1" 4" �17 VARIES 1" 1" 1 _p" ll 1" EDGE OF OPENING — VARIES r'IN -11 1-4- 0 `�' 2i., 2 12 VARIES V-4" 1 1 _7 VARIES 1 1/2" RADIUS 4.� 3a" 4" 4 42' 2 1/2" RADIUS �, T rev N � ^� `k rile VARIES 12 _ N M 32' 11" 32" 1° 1" BASE c0 CD N BASE 3" 2 r>�a 1" 1" r 31. 3„ 4 4 1-8" 4" 1'-0" N I I 12. *NOTE: VARIES 8 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES a 1'-6" 1" 1'-4" 1" r� DETAIL TO BE •� BUILT W/ STUCCO.Pi 2" 2" 24' EDGE OF � � • OPENING 0 1-1/2" THICK 1-1/2" THICK 10 CV TM 21. 10" IN 4 =lit- - �I`7 L-3 I IN M <V 6" 2" U) j 1N t'7 ; - - 32'I 1-1/2" THICK 24, �ri =la 2'-4"- --- - - -- - 5-" 2 1'-5" 5z" _ :- �— ' - 1-4 3" N _ 54, _IN 00 'k 2 N 4" 1" 12 0 VARIES VARIES 2' �I fV W --- _ ___ -_- I VARIES VARIES • 4„ 8" 1 32 ________ iv i iv 80 _ I �1a , bti 6" 4" CV (V KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 OPTIONAL `° 2 4a tD R44r., v 3„ 3 3 4 Cl) ' 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 3 14 1 64 14 i 12 2'-1" 1'-4" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1 12„ 54" 3'-8" T' N 1' 4" T-0" 4, 101, 1.4, 10" - - _ 60 ;1E N -- - (V 1" 1„ 0 N CIA 0? C? - - M M r _ 12" 1 fV� O GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM v • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH a r 0 %2 z o _ z�z U) zCz V) (D Q) C 4--J w CB o �U — O`L I~ E i� C/) o 0 m04 U LU ~ — mM m -MO co c N O ' ,w _ 0 Li00 U o ;M Cn no ¢ 01 m Q O B D• C � N � N O Z) p O M C aN0 Z O Z/ W g M� C M J W Z Lua� N`° o w a w a W o '- = Z vv>rn 10V � ��¢ 5 "- 0 z N m o 55 LL Z m E CD 0 m m � o W N M 4=1 O L) U To the best of the Engineer's knowledge, inform❑ation❑, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O v � (n M 00 M au, M Lrn a �n•L� Lr, �Uro H Q ^ oC U Q *-4 00 a E z� � WJ CD J Oz zv f F- w BzUo Z Lu w 0 _I 11, �jz w " o L Gi 0 g z 0 z f g n3 L o N O �z U = ~ >w 0 J FENN: aYc�P Wuffi w0 k N o 2Q z w 0 Q Z ^ 0 o W Ln o� J ri L.U.o Q W azu z o �a~ N Z z a�z Q z �z O � J = n ,-I d cn f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION SHEET NO. F 1 tp m tcn r` LO N it c v x 0 J N N tR E I E 0 x �21 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 14, 250.94 -/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. upper to lights & outlets upper to 20 amp ckts copper to WH copper to Dryer t Alu ----------------------------------------------- . GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FPP 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 R4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER mpg_ 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 89 (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI PATIO WP GFI DISC GFI ; 'WGFI %FI- F----- ..�..� REF. KITC HENG F6 _____-- - - - Li 1TGFI U - 0 io DINING ROOM /PENDANT AS / PER SPECS M M. ROUGH -IN FOR C / OPT. CLG. FAN/ / LIGHT PRE -WIRED FAMILY ROOM INII VERIFY METER LOCATION WITH BUILDER H.B. VERIFY LOCATION IRRIGATION ELECTRICAL PANEL I I I _ _ I / � I / � I \ I I \ \ I I GFI FOR I GFI @ 44" GAR. DOOR A.F.F. GFI I � I 2 CAR GARAGE I I I I I I I OL ------------ GFI @ 44" E W.H. 'A.F.F. r GFI RI FLEX TO 2N_D FI FLR. ROUGH -IN FOR OPT. CLG. FAN/ 7f ----- LIGHT PRE -WIRE a MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" zC — O Z Z Q U) z V) 0� n' w OLL' Lv o 0 U W t F— 8 a) C', co C t0 co O _ o co - tL 0 co is 05-&o S.v do¢o B D. N` Ir— O � N 42 O O O N_ N o CZ � . _ 8 EA Z M J O z J 0: �LLNo -a.. w" aw �W ZtiQa s z 0��� E CDelf m m Z 0CD , < d � W CN N � � U Qo V U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida BuildingCode - Residential 6th Edition. Engineer's B 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 v h.I--I 1J O > M 00 M Q 'fO In �t a toZ V) 0 N r C U_ CL ^ U a oQ u Z ra Z C:) W t0 �z u Zg f< Z w¢a,tL U Z_ OV O OOa'O W J F�U.Z �ZfW Q L � w OZ } p V / b YZ OR W a N _ oW N oc U = �Z LL L9 0 XO�gU Q o<oa Z W Z J daZ3wrr Q X0 Z T-4 �Cvt5 ¢�� J � E Q LV QF� Z o a Z fV Z �.. �� RZ 00 Z w z O 00 g V ,--t SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5al SHEET NO. 4.0 v 0 CIA N m 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 14, 250.94 200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp NEMA 1 200 AMP copper to lights & outlets copper to 20 amp ckts 2 copper to WH 3 cropper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 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 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN ;ry EXHAUST FAN/LIGHT COMBINATION Q ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 02 i CH CHIMES (OPTIONAL) t" N M \ - M w El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER Owl PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN A9 (1) PHONE LINE, (1) DATA PORT RECEPT. FC- - I I L I I I I I I I I I I L _ J UPPER ELECTRICAL PLAN SCALE: %4t=V-0tt V 0 z� z� 4 a U) z Vn)' (D 4--J LU O LU C E V)U) 0 U W 0 M ch C t6 cnM �u -o U� Nno rn � Q o B D. =J{ 0 N N C � �Z P Y�z ocaZ LL z J LU wLL W U-Z Z 0 v(nco =a o Sono mm W— rN V J D LU N O Q O 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 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 n > J O M < U-) � U-)a V) a ° U_ Ce U a� a E �- Z LUJ C:) J Oz jR WE E za f f- Z W<Cr U Z OV OU Q_ E Z J U w 0a Q 0Lo: E g U o L- Z o :EZ N w >' V �S g N Lr) W o N U = �Z L� p 0 ILL a � Z. J N Q a o�oa U,az3 Z Woo Z LU Lr)Wo�Z � r-I LLj Q Z ra Z o wW Z W (V *k N Z F z m r 00 Z g W o W O = rn T-4 a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: WAMES VERSION NO. 5ml SHEET NO. 4.1 c a> v v x 0 N 04 N 1 ao m u7 n LO N v S O O J N O" CV Er a t-I00 N O M r-0 W 3 �� L 1'-0" ATTIC VENTILATION CALCULATIONS - 131 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 ventilation of vented IN. of Of vented ventilation to I be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required 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) 1 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN. SCALE:1/4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE 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. �, 13 cD r z M _ o z(0 z Q a U w 0(z 4--J o •U — O LU E c� o 0 U oaM M W c ftl M N O M N 00" L ILL 00 Sao Q 0CD Q o B D. N ` =� t1t, �Z Z Jedd o To the best of the Engineer's knowledge, infgr, n, and belief, the structural plans and speeifioa !dni tbntained within these drawings comply wtttrthe 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O z N 0 N '—' a-J O >�f�00 M Q 'p 0 N Q LL aU0a 0 a E� (0 Z W J�~ z zaa a f w¢�[r V z O p E'-' - Lu QU z Z V �J Z SfJ 0 'n w L 0 z >v z z Z A 'Ln G J U = LL- �W c �Q o h J 0 0 0 cl�7 ¢oz X O U U�6J fV 1 ` � za�� liQ aQ Q z Ln WCYce aF C= J W di o $Wz N Q z ��o m Z JTJ az z g z z T-I a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 5.0 c c ao 00 38--0" 64" 6-0" 6'-0" 6-0" TYP @ 2 STORY J S6 5'-4" H.B.+ 1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w LU Cf) a CONTROL JOINT DETAIL SCALE:1 1/2"=14" ■ ■ ■ ■ ■ ■ ■ ■ p F •`. •Y, 10 r : I : 2 STORY ;REINF. SEE 7 CC (2) #5 REBAR I ; . , • FND.OFOR QUANTITY go S3 1 VERTICALS w/ in FILLED CELL ■: o I I #5 X 25" X 25" CORNER EE FOR EA. rr- --III ( II " ; , HORIBAR OZNRE AR, TYP. 0 Ilo �0'-0" •, ., . , "• , ,. U.N.O. o II L Jil 3 I J ' •- **Alternate: The relnf. bars shall be JII r - - - - ------- L 4" ;�;.,';�;•'; : :�::,'�r,�, �� cont. around corner by cold ■ I I I N 1 4'-11" 0'-6" bending the bar w/ min. 3 I _ _ _ -F-_CJ _ •1 oil I� - - - ----� _-__i CJ I o IT bar lap of 5. I�J1 - 4'-0" _ ------ LJ N TYP. CORNER BAR DTL. �? 3 1/2" SLOPE STEPS AS SLALOW WALLS ND REQUIRED PER I CHASE I I SCALE: 1 1/2"=1'-0" FIELD TO CONDITIONS ISLAND — — I 1 3-1/2" MIN 3000 PSI CONC. PROVIDE 1 %" SLAB FOR HERNANDO L I RECESS FOR COUNTY ONLY SGID. REFER TO o S3 MASON'S SLOPE 3-1/2" MIN 2500 PSI CONC io 1 SLAB OVER 6 MIL FOR WIDTH VISQUEEN VAPOR I BUILDER TO PROVIDE 2 STORY �3 1/2 BARRIER X ` APPLIANCE PROTECTION CC (2) #5 REBAR L — — I 7 I �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in (2) #5'S t„ 1 FILLED CELL TYP @2STORY J L--------- — ------ ■' io 86 I PROVIDE Y2" x 9" -3 1/2"SLOPE 2'-6" x 2'-6" x 1'-0" I RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ : 0'-0" TOP OF CONC./ PAVER TO BE 4" L o BELOW FIN.FLR. S3 (2) #5'S IL STUB UP 1._9„ : p,:.' 13'-74 — — 2ND FLOO i FOR A/C : G I _ 2'-6" x 2'-6" x V-0" i i I CJ b� S3 �' / / / r 11lzl CJ I W/ (3) #5'S E.W. N LO N 19'-0" 5' 4isi_ Jt } INDICATES FILLED CELL w/ 3000 _ /� PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY f li / 1 1 BEAM W/ (1) #5 REBAR VERT ■' ii _ , f I ABOVE SLAB TYP @ ALL PLACES N I _ I SHOWN HOOKED FTG. DOWELS 5" I to - 00 EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" fIf ` I HVAC CHASE \\ - ` °' I ■ ■ ��'BASED ON I L — — 0'-0" J LOCATION 64" 16-3" S6 O_ 0- . .......... ...... ............ ....... ......................... 1_------ --- " ----I-- G :: ---------� I TYP @2 J 3'-0" STORY S6 -4" 64" L Z-283" L 2'-18' FOUNDATION PLAN Z C> p _ Z z Q a z Cz w "u O"' m E W co ~ o 0 mCq Cq U E w s O U 0 co cotm c to ch C N O p U �i W Q0^O p Q 0 4 0 OG• N .w �i �" QrVI gay ., 4f- -r- a. A rn W _' o To the best of the Engate;er's kRowledge, informattonD nd, belief, the structural plans and speC�tdtlons'c6indatned" within these drawings coMply, with the 21SI r Florid, Building Code - Residential 6th Editroni Engingar! ' signature and seal is only for the structdtel"edgineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 n O �7•+ M Q 'gyp Ln d V) VION 0) U_ a ,^ V a 00 Q � 3:c'3 Z o W 0 qlr oZ ilo za¢ fa t- L) g Q Lu ,u L1 K E W z � wig �o�© 0 ^L' �. z z o �W z NO L.L a U =0 of Z O o� Q°o 0` O Lu U o! to N Z u,Wow Gaza Q ~ lU Zsg� ¢ J t-1 LJJ LLJ ¢ f o LU W~z N *k N Q Z t Z Ij z rnLU z 0 ¢ z rn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO" 5al SHEET NO. 6.0 I 1 II 1 1 1 1 1 IF I I I I I 1 11 1 1 1'' 11 1 11 11 -I_ _ _—J ' c a> v v x 0 n N M GV I m r- LO CV a`> v CD O J N N 02 00 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 112" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" R716A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 HTT5 4350 3740 5/8"ANCH. l 26 10dxl-112" HTT5 3225 5/8" ANCH.1(28)10dx1-1/2 HD3B * 1 0 5/8"DIA. BOLTS TDX2-TZ 2345 - 2 - 5/8" DIA. BOLTS LIM B * 4 5/8"ANCH. 3/4" STUD BOLTS TDX6 5320 - 2 - 7/8" DIA. BOLTS HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS 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 1 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 HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HQP2 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) (+ 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS LY CARRIER �/02 (A) INTERSECTIONS. SPLICING NT 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. NU I t: 5tt bNEE I u-1 1--UK KUUF 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 f CANTILEVER NAILS @ EA. TRUS f FLOOR TRUSS 2x4 CONT. RIBBON W/ �� _ ��X\ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END - LI - SEE PLAN TRUSS BRG. ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING rFC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN .n Z � z� Z Q 0 __j r-1 U) Z Cz U-) Cal W cn 4--J lil 0 *u — O"' ZD 120 E (n '- o 0 m C, U W i, — EE 1 — 8 _ of M Cn fa Cl) I? C N 05 p tU-co C) -5 co 0 po 0 a 0 Q oh 1i ¢ O B Do Z.F ORL U a' S 0: a e-L z� •� m-< LL-a � A tL1 it .N M — $o _ p �'. Cam.• F'� To the best of thf,Engineer's riowledgey fnfornk ' belief, the structure{.plarrs pnd specification Cain l with Ehg, 1616 within these drawings comply orirt;\`- Building Code - Residgnt(pb64h Edition. Ensi//l1aagh?i signature and seal is only tor:fhe eracplrr�itiQlneering portions of the drawing pages bearthjl=`ngineer's signature and seal. O O Z fV 0 �> J) z M Q U-) 'gyp CL V n 0 Q U- V-4QC U o. z�� WJ 0 0z o: O Z g £a z wa80 u J O W Wz Z ry z ¢pO[�J C 1 K t n o�u 8 Z VF�O L gz � >v a Q Lam- gz z "A z N z o ;� = 0 LLI f LL LL Lu o9 O 0 Xis O0. z °-j N I� a Z ;¢ Q d- 8 2 u Z W ,^� Lf) a It 2 a;orz J r-i WLu Q di Z " i?i $~~ �g N k N Z �j z g w -' 0 ¢ Cn Z W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. 7.0 /A\ c 0 s 0 CV N FO LO r- L0 N N or v v CD O 0 J N N a2 a 00 r. 3LOCKING 3Y UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. 1 18 10dxl-1/2 HTT4 2715 518" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.I 26 10dx1-112" HTT5 3225 518"ANCH. 1(28) 10dxl-1/2 K HD B * 3130 30 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 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 1550/3335 '* 1335/2820 " 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q I HUS28 2000/4220 ** 1720/3125'* 30 - 16d x 3 1/2" 1 HUS28 1 2570/4345 1 — 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 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 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) (e) (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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NO I E: bEE SHEE I 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 s�A�E (�0 zo z�z Q J ca- U) z CLn U' V/ cn +� w 0 O ,,, FE U w a� M c m M E ' po — U m a O N U (0 L LL- 00 o td m U)o LO v Q B D. NN Nf *I co fo' • � � acr�NW,s pp 01 44 Z W T �z C Z Q� t'n�M._ W Q ii 5 �.'0 a � z Q.vtnm 0 Nca aE0 Um W .00 dw To the best of the Engineer's knowledge, information, anQ belief, the structural plans and specifications cohtained• within these drawings comply with the 2017 Florida.', Building Code - Residential 6th Eotlon. Engineer'6 signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z O 0 Q) 4-j O I/4 � M O M QLf)'gypLn av)L� Q - :L a .^ U ru a00 Q � z f0 WJ C:) d' 0z 3� w� z a f E zo- w a W a 0 UZOp O w ��zz J C °fW a w K g Z U�8 L Ot z z O ' Ln Q CC Ez Q) L l m -v N 0 o O �f = � >� � R o FrN,, O O O wOOV�- QQ yI Oa0< cC w � zj aa QF o z Woo z J Ln di = WE8 W Q z [� sYQ I- awz N �# N z L m z O Co g = rn T-+ a (n f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. 7.1 I !m 1 c v v O r N N ao 00 n N c x 0 J N M N 0o GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with verical (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 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T FORM & GROUT SOLID 4 w O /5 BAR CONT. 8F12-1B/1T 'V LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J 8 F 16— B/ 1 T U a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT REBAR#5 MIN..(1)(1) REQ'D 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL ° O °a #5 REBAR AT TOP _ c7 ° ° M. U. w n° a MIN. (1) REQ'D ° 4 1-1/2" CLEAR Q ° o ° n e Z ° GROUT ° n J Q C.M.U. w 5 REBAR AT = N rn w ° O BOTTOM OF rn ? w - a o LINTEL CAVITY Lu W 0 X w ` n L\ -BOTTOM o a ci O z • REINFORCING C a C� in — 7-5/8"ACTUAL PROVIDED IN Z D D 8" NOMINAL WIDTH LINTEL a - O 3 m #5 REBAR AT BOTTO y U) C Qo �o AS INDICATED (VARIES) MATERIALS c� prec5 intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (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) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 0 2x8 #2 SYP STUDS @ 8" O.C. W! (2) STRUCTURAL SHEATHING 31-- USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING 1 ((1) STRAPS EACH SIDE) CENTERED SCHEDULE W/ (13) 10d NAILS & (8)Y" TITENS o OR o (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ E (4) USP MSTAM36 STRAPS ((2) 9 STRAPS EACH SIDE) &, SEE PLAN T/VVALL = 2x8 #2 SYP P.T. BASE PLATE o W/ Y" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE i 32" O.C. & 6" FROM EACH END - - W/ (1) #5 CONT. 0 a? c — SEE PLAN FOR FILLED CELL c __r SPACING 0 — N UL) .o -- CL IL WALL SPLICE DETAIL 2 k Q I SCALE: 1" = 1'-O" 0 OE 4'-6" LL U", L OE 5'-10" LL CG) MIN. 5'-4" LL :f E MIN. 17'-4" LL J 5-8" LL 5'-8" LL A 5'-8" LL O 5'-10" LL LINTEL PLANT SCALE: Y4"=1'-0" �, (9 .- Z C, — o Z Z Q ^^V)' (D +__J w OLU V) E C/) U o 0 m W y`�d U 8 a J. �M C @ M 0 C> O _.�,'i 000 YLL W n C, Q� <o �� I //r oO a $x� JJL ' 3i C.7 ,�` ' o= To the best of the E is dw die - orma-and belief, the structural pia ,sppecificatiovq@ fined within these drawings compl��(i0 ¢�LV orida Building Code -Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 zC) n 0 M � � M O aV)vLr) i2 Ln•Ld' ¢ U_ Z ce U Cl o < W Z�1-C. J� W Z a r17 UZ°O Z� U L4 w wLu0J El 8 u O 04 L W u, g o Q V L43 1 n z N ¢ o Z a U = LUQ�Q�o LLu � F, O J C) O z X R. rJA doa Q Z Q Q Z ~Cg HMO $��o W Lf) v_ J rl LU X 52 Z o $a~ N Q Z Z ��Z Z O N Z tu W �o aZ ,- 4 a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5 . SHEET NO. 8.0 02 m LO N (D v O O J N N 02 tR L 00 9 - - - NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. SCE 6(fMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURE STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 3 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN F-0" 4. 3. 1. FILLED CELLS W! (1) #5 BAR SHALL BE LOCATED PER PLAN. OF ALL EXTERIOR BUILDING CORNERS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB GREATER SEDIS TO BE USED IN CTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN , SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 33K-87. ITH G90 4.5.2. SHEET METALCOATING GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. NAIL DISTANCEFROM EDGE SHALL BE g". THIS SHALL APPLY TO BOTH CEILING AND WALL 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN IGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oyerpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. zC> zC>® z� Q a z C Q) > (D 4--j w w 0 (D-*L/) CD Cl) o I` cli U W 8 C" a) C� cc M O o 0 co Cw �v Q o uU)> 0- A, N C B D C 5. U) � Hc R N,¢zr� LU LU N r mw Z M .- is LL of . N - V ,r W N J t! To the best of the Engineer's knowledge, igforlpe"on, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 a� I--1 4' O F>-I U M C:)M z 0 , Q(-gypLn V N 0 C LL zd .M < U Q00 az E �- Z WJ 0 d- �Z Luo z a f< W<ceX 5 9 o - 9FSULU z w J 20: 0-Uwlccg o C /^' v co L + LUz !N z > Ln O zz IlY w3 Ln J N C o U _ � <Ro 12C�NN U O� 5 F- U) g oQ 12 Q��� Z ,�-1 COC a fo a,HZ W J r-I Uj Q W 2 Z a�8 ~ z UV W¢� z N *k N Z t R z m z 00 g = uj SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. SN w J m LI I I ROOF DIAPHRAGM NAILING SCHEDULE PIMP I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6'-0" + 6 0 + + + + + + + + + + + + + + + + + + + + + + ++ ++ ++ + + + + + + + + + + + +++++ + + + + + + + ++ + + + + ++ + + + + + ++ + + + + + + + + ++ + + + + + + + + + + + + + + + + ++ + n 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (u►t) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" wood panels Two 3/4" wood anels or 2 x _ p 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber FILL CELL rn w CONT. #5 > STD. 90° BAR HOOK STD. 900 HOOK BOND BEAM SIMPSC w/ (22)1 NAILS T CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH L- Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. fi 1/8" min. }Small gap 2" min. Filler blocking i 1/8" gap + i ° � 2" max. 4" max. Web Stiffener Fastener — 1 Schedule I Joist BearingLocation L f V Series Depth End Intermediate 9-1/2" 2-8d r - 2-8d BCI 5000s 11-7/8" 2-8d 3-8d 14" 2-8d b-8d Clinch nails - 9-1/2" _ 2-8d _ 2-8d when BCI 6000s® 11-7/8" 2-8d 3-8d--- possible BCI 6500sor 14" 2-8d r 58d 1) Support back of web during nailing to prevent damage to - ------ - 16" 2-8d �11-7/8" 2-8d 6-8d 3-8d web -flange connection. - z BCI 600 1 14" 2-8d 5-8d 2) Block solid between joists for full length of span. _ Tight fit F 6" 2-8d _ 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 111-7/8"_ 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d 4" max 5-16d --- 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite re- Han when Indicated orquired 16 6-16d OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". Hangers with side nailing. -s with sides not containing WEB STIFFENER topop flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - -- -- - -- -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below." require additional o consideration. Check 171-0 local building code for appropriate details in One 10d box '- areas=20 of high or=20 sinker Cq rn lateral load. nail each side I 10'_0" at bearing. TANK -LESS W/H M u7 Lo CORNER OF N HOME GARAGE SIDE aIx �I 0 �1 N IN EI E x W a H C G O O 0 5'-0" Q - 0 STUB -OUT FOR O o o LO GAS METER o 0 0 • 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) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS " TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —1 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 pff max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist When joists meet over wall, provide 13/4" minimum bearing for each. 1-Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls 10dnails require additional consideration. SECTION @ INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) mm t m ❑ is 6, ri A %" ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 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. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A SIMPS( w/ (22) ' NAILS 1 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I —III I I—Ij_l�Tl—v Nail with 10-10d nails. - m= Install tight to top flange. SLEEVE THRU STEM .. SEE PLAN FOR °• ° . • .:. FOUNDATION INFO a' d STEM FOUNDATION Filler block. \ Nail with e 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 p `depth —� I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN d n d I • a a r i • A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2 ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION Ill�ll�ll�ll, PLUMBING LINE PVC OR SCH40 SLEEVE e a d d d. Cd� rrr • • ��jTT ``-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION —\ 4 d V PVC OR SCH40 SLEEVE � PLUMBING LINE d L Al - 0.G.d d Z \ • a • d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a a' d d d dC L 4. a q= I I[ d a a =1II_T SEE FND. PLN. SIZE & REINF. tp in 0 Z M RM Z 0 a z0 C Q) C� o 0 "' r~ E o0 �VNi '— m " U E $ o � C tC M � C N O 0 U� _ tl.. appp no c,� 0 con to $v rn ¢ d a ®m to U)§;e z o __J M 1•': �'� u_ Lf 111��L LU 2, N 5 l.r �.1 - O d •. rB�r To the best of the Eggigeer' nowledgi_ pnfbhnation�nd belief, the structural plansand specifications coptliin'ed within these drawings conipty:"with the,a017�46h_da Building Code - Residential 6th `EditioH ..'�1!6gineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. if O O Z fV 0 (� 00 � M Q�'p� a- LnLn Q - LL z C_ M V a .� Q00 z E Z M WJ C:) oZ to 3W za z< W¢0,'0 oQ�o ZLUW z W 0 o�W8 C0�rz© U l- W Z o �- N L U � fZ U1Ln (V °� z o U = a O J C:) W O U I— Z$o Lu Q ��Eo Z EogCoe w Ln LU Q lii z ¢ E o V W¢~ Z N *k N Z LU R z °° � oo S = ` z SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION NO. 5ol SHEET NO. SN 1 ——— — — — — —I (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#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 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" .N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH I 1x2 PT WD FURRING @ 24" O.C.--/j FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSU 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL Aal (1) #5 VERT. IN FILL W 1/2" GYPSUM WALLBOARDS - CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) o 1x4 P.T. BASE NAILER Clj 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH 2 FILLED CELL TYPICAL N MIN. 2500 PSI CONIC. SLAB c� AT GARAGE CONTRACTOR �; MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 00 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE: EXTEND m W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" LO "FIBERMESH" BELOW GRADE N C > N r °D r _ ° - Z 00 I = N Cl)v - D I 00 6 MIL VAPOR o BARRIER o t> • • — Z�1 T o COMP. SOIL. II ° N (COMPACTED TO 95%- �' MODIFIED PROCTOR .0 ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 00 OPT: DEPRESS SLAB 5 Y" 1.o DEEP AND 6" BEYOND - E DOOR TO RECEIVE = PAVERS / DRIVEWAY `g CONCRETE SLAB Cz 41 PAVERS 00 L" BLOCK WALL BEYOND 14 -[ rO.H.D. RECESS �.11 lg I f SEE A/S3 OR J/S6 ---I 1 11� i I 11►= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR , A.F.F. @ 24" O.C.) 2" ° ° �31/2" MIN. a °t ° a ELEV.-0'-31/2" Z — a ° a ° 4 A.F.F. o � '. 2x4 CONT. a a ° U- ° ° ° C d ° 9' a CD 00 D °. 11111:. III IrlTlra° a I"(min.), I 1 I - GARAGE DEPTH VARIES t I fir I I I8 -. "° (2) #5 CONT. -I 4� 1-4� l— ' 18 TYPICAL INTERIOR BEARING U.N.O. MIN. WALL W/OUT UPLIFT (oGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB 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.) LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH I Cl) 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 " x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"11/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE �—III;,III���III��illi�,lll„kill,- III -III- FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 00 GRADE 1) #5 REBAR w/ OPT. >CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL"'� SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS E �. A M ' y.' .71 II�RMI —.:.: •t�l—Ifs" II a 4„ 1 T I SEE A/S3 OR J/S6- - -I i I I I I I r- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH ----- 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END a „ GYP. TYPE „X„ @ / (U.N.O.) (OR (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ WWF OR FIBERMESH 1/2"(min.)- 4" 00 GON SEGU���� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��Eo NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. �Go NN�o 5 (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° „„1 x 10 J' BOLT @ 24„ ° O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH r WEEP SCREED INSTALLED BAR E PER MANUF. #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740ksi, ll FINISH GRADE °O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy I 6 MIL VAPOR BARRIER I t> D ° I I I— — O0 R 1 7/8 #5 REINFORCING BAR i#.fi I AP F;PI IrF= COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I I II I I I I RMT I D1557) I liF—II iif r-11I- 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol r_ • J CONT. BEAD SEALANT INTERIOR °° ° -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 SLAB a° C � Cl) 6MIL VAPOR BARRIER - =1 III III III 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E ;• 6x6WlAxWIIA WWF OR FIBERMESH r) K S3 �31/� 1/2" MIN . REINFORCING•1 HIO REBAR DETAILS r F SCALE: N.T.S. �S3 (2) #5 CONT. -/ 114"'Il 11-1 a-1,1 l-1 l 1111,1 l U.N.O. -�. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4'1 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE � D w U t W 1I I I I —� D• ° Cn FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR -6 CONNECTION INFO 2x4 P.T. PLATE O.S.B. COLUMN LOCATION (2) #5 CONT. =1 I� 1 I I ON 3" CHAIRS (TYP.) 8" 1 r A„ 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH r r ° D �11 11 I I i=1 I ' ,- 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 i /•1n 1-1Cr'.roe. rnn VARIES L` . 0 1AN A .. 1AM A J ' 81 LAYOUT DESIGN o v SEE ROOF PLAN a ° I - 00 _ - ° a a A I ' I ( - FOR STRUCTURAL r _ d ,-�, , , MI BEAM SIZE & i; T— I °' a I I 1 i. i CONNECTION INFO �, = I 8 I I I I I�� ' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Cr j SEE TYP. WALL SECTION FOR ADDITIONAL � SLAB INFORMATION. Uj SEE FLOOR PLAN FOR o W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" IN,, S3 SECURE ')-A P T BTM PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL r O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.._ COMMUNITY SPECS o�•oo��� r .�0000,�oo�� %�� o`er; ---- o`�:: o` • . A • . • A r MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 GRADE co LLJ J —III—III ° ° °• —III III —III —I Z I-- ,L o =1 =1 —III—III—III=1 LU 0 o N= III I II II a� 11=1I 1=1 a =1 _ III=I -III=III=1 III=III= - FOOTING v 11-III=III=III=11I „I1 -III-111=' BEYOND PAD REINFORCEMENT -=1=i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 z fh _ O O z z� Q r2 cry c� � Ie1J •U — O ''' c e o0 U � M fh W F--- E — 60 C ccCM = N -94i� U Li- ib = ns C � ¢ m no m $ � Sao 8c4.z J 0 LL 11ILa N oL) v� .fit To the best of th"ngi r's, knowledge,;inforrhati.'and belief, the structure) plans and specifk:atiohs Coo T8d within these drawings c6lriply, with the 2P. F, a Building Code - Residential btK 50il ..,'E51igi11eer'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 0Q)1� 00 .t>-t M M aU-) fULn 0. V) L a- Ln a U n' F- M Icy- a00 00 Q WJ Z IT 11.0 zZ zaa UA COW gQ8o a LLJLu Mz z 0 Lu 0= J J ��� Z O Q U f Z 4 Z 06 v, 3 Q) L1i z o N 0 U = Q �¢ �f Lu �(,,) CQ, oZ J O Q x O Uy U N O LL Co zg°'l uI W Z J 1 ` C9QQ< Z W w a, - `a�- �� W W � Z Z T� N Z Z to � � Z �o m O 00 Uj _ < ,--I 1 a Ul) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. S3 I if R t 12 �TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 wl (10)10d NAILS AT EACH STUD 0 N 2x P.T. PLATE ti I5/8" x 10" "J" BOLT @ 24" O/C MAX / W/ 8" EMBEDMENT (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 7 + POINT EVERY OTHER STUD W/ (3) Od NAI S N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ o, STD. 90A HOOK IN K.O. BLOCKIr N KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. it 0 J N m N MOUNTING BASE NOT SHOWN y FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE Ir GENERALNOTES SLOPE FORWARD FOR DRAINAGE N SEE PLAN FOR FOOTING CDDIMENSIONS CD GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d DRYWALL NAILS MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a a a a a a a a , 8" STD.9d'HOOK 8n LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6' 0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a a CONCRETE BASE FOR BOTTOM OF MOUNTING B POURED BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" Ll SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑Fii ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SA� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO FBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° Q d WALL Q ° 4 DOORSTOP W c0 c a MOLDING 2 z a ° 2x TOP PLATE —2 co GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. r CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 4g., SPLICE STAGGERED STAGGERED FROM BOT. " V1 ATTACH ALL -' SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO TOP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 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 Tom/ REQUIRED CONNECTION SFFpN� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EArT� STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS 10d NAILS @ 8" BOX HEADER e EXTERIOR HEADERS: ONLY O/C TYP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN�NG " HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4' SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° 00 • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1 /4" x 21/2" SDS (2215# SPF) .0 • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A,T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 If �.E�--2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING A I —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS SP4 SP4 SIMPSON SIMPSON SP4 SP2 I NJ NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAIL " c d 2X8 P.T. BOTTOM PLATE D 5/8"x10n "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL S @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" — PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. _ o zto n cz c-3 �--� LU o 2 O � 2 �tA o0 CN U ' �� a� M o0o �'�S•'w,k .: �j t LL co to a o Q co" ¢ o zr 6 9rn oD Z Y Nj.,� +!W! a a .ww I cj 0, �-� W o n0 r m =j-' N W w Mo v k" To the best ofthe Engineer's knbwledgd, infornRatiortw q d belief, the structural ple(iy4 specifcaNq dontaLt d within these drawings comply drIt�.;the 10 7 FlprSiaa Building Code - Residential,.. Edition. Engiueei s signature and seal is only fon Cfie s1r,ctprbl Angineering portions of the drawing pages bearing Engineer's signature and seal. i O ON Z 0� > O M Q� MLn a V) Q U_ a U a o a �00 � Z � WJ ko V_ 0, zaa fa w�9! 5480 WWI Z5. W � J OUt,uZO UR1zi i }wo Z� L l aZ 5 tn 3: m: N 0 0 < = J Q �ui o� Nc�z 0 O J w w0o9 ad 0 A 0 g2: W a J g��o Z ,�-I uy Cy 0 J r�-1 LU Q Z aZdi o LU -% Z N 4# N z z m 00 g LUa SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 5 . SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU J SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. NAILING SCHEDULE FOR 2"x4" " 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A wl (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND @ $'-0" 0/C. EXTEND AT LEAST 90% OF AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48' O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d • & (2)10d TOE NAILS @ FROM LEDGER TO 7/16" OSB SHEATHING BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 1 OdX3" 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED Ali W/ 1Od NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD%0 2x4 PANEL BLOCKING @ 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL n a ROWS OF TRUSSES FRO INSTALLED PER MANUF. NOTCH L BRACE HERE @ 48" O.C. „„ EA. END TYP. TOP & 5/8 x 10 J' BOLT @ 48 O.C. WEEP SCREED MOISTURE BARRIER BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM--"SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X2 1/4 NOTE: @ 4'-0" 0/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB 2 STRAP MISSED VERTICAL SECTION '� EMBEDMENT IN KO BLOCK SECTION WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE L SEE STRUCTURAL NOTES SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN OUTLOOKER DETAIL 2x4 OUTLOOKER F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" O.C. FIELD (2 (2) 16d NAILS BOTTOM ATTACHED 48" BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH _-N M -\:Dq 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" O/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2 4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD x DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1OA w/ (18) BACKNAIL W/ (2)16d NAILS 1Od x 1 12" AT EA. 2X4 OUTLOOKER REFER TO DETAIL J OUTLOOKER @ 24" O/C ON SHEET S5 FOR f SEE STRUCTURAL X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION " ;o °° SHEATHING DETAIL FIRST FOUR ROWS 1 1 2"x4" CROSS BRACE OF TRUSSES @ 1/ 24" MAX. EDGES OF WOOD TRUSSES 60 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2X4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " @ 48" O/C FOR THE (2) 16d NAILS W/ 1OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0 E ES AND 12" O.C. FIELD (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL z O/C w/ (2)16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS �COONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) - - - ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL \ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS ! i- A! EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION I r T NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8� SECTION g = ADDITIONAL INFORMATION. rz �I N N 00 MINIMUM 2x CROSS BRACING in (SEE PLAN FOR LO N LOCATIONS) (2)16d PER JOINT 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N N CROSS BRACING DETAIL ri SCALE: N.T.S. SrJ N 00 12 N � 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C @- / 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL -- - LU MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHEDA4� 10d NAILS O.C. TYPIC 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. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -, r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. 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 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. �+� I AS PER BCSI 1-13 SCALE: N.T.S. "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'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 a CORNERJACK Y Q Cr w Z 0 U HIP FRAMING REFERENCE PLAN SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U tg zQ co —o z z z W � U � w •V — O w T E c �� '- o0 m C, U W cm M to C t0 M 0 o cV 0 �.. = �j c r co � GO `n 6 c, Q(m m<o )fte, n�Z,J Cn c1''U) = a'- W � C'O —v z-- y 4 ¢ ca • N r , To the best of tMe'Engin''W", kpowlel�ge,,irtfgtrmati��gqtt, nd belief, the structul$Pp)ans a'nd sp2eesifiwtirihs coMylri�d within these drawingicbraI)y`( with the 2O17 �f1 lla Building Code _ Residential 6iJp �Oltjoh. `FrWheer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. >t O O z fV 0 � n >unmc) z �Ln M Q -gyp Ln a cn•�� V) iLn to ^ QA z oC a V Q 00 z I z C:) W V J 0, Cp 2 a fq w¢I� UZO0, gFWwm S j z Z �yS�jz ¢d'f J o8 o L o ZZo fZ Z z a 3 LJJ N o z a U _ Z_ 9W ou J C> w 0 v (=> Er U$� N h LL ZQ�� �za w oc z 2SR2 LU V) QFcc LL z 0 $¢~ N Q z �quz # N z � Z � oo g = ¢ z ,--I a. to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 15 . SHEET NO. S5 c -V 0 N N I i x m LO 04 cV 0 0 J N N 00 �I Q 00 E d E 0 i (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 SHINGLE ROOF FFOR UNDERLAYMENT REQUIREMENTS SEE R905. L 15/32" CDX PLYWOOD OR 7/16" BAFFLE BAF O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" 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" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1X2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT N FOR MORE INFO w w 16" O.C. 2X S.P.F. STUDS 0 =W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 B R SQ. 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 11H... BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c N a. .♦ ♦ .d a '. Cl) t =111 I 6x6 W1.4xW'1.4A. — b ♦: • WWF OR FIBERMESH I_i fTl�ITj' ♦, STD. 90 HOOK (SEE DETAIL) 8"&'X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C'M LL v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE =1NISH GRADE 00 STD. 90*HOOK CL (3) # 5 REBAR ON 3" CHAIR 4" —"' I'I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri N SCALE:3/4"=V-0" SS6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & BOTTOM CHORD ATTACHED W/ (2) 16d TOE NAILS DECKING - FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF END WALL W/ (2)1063" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK 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)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIr 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. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 2 1/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8) 1 Od NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A. d I I,TI —I I I ICI I I� I (3) #5 CONT. ON Y 8" V-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. B 15/32" OSB EXPOSUREI SHEATHING D E NG AS ED PER N X-X IF LL SHEET C G FLOOR SYST M BON OR VERTICAL PROVID BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI I F SHEATHING LLI w SOLID 2x in C BLOCKING @ ALL Z C SHEATHING O EDGES (SEE U)OPENING SECTION X-X a0 C xEll w I x - r 2x STUDS w BEYOND. ro SEE PLAN 6 rn �2x4 P.T. BASE 2x RIB (, A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. 2 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. O2 0 4 T. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM sFFp�Npo� �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o W ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD 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 0 z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING u- C SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 W LLh-Om > Q r 8 F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH Q 0: F- O prom rn - LD PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U) i w STUD AND OR BLOCKING AT ALL EDGES. NWcr t6 w 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 118" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1!2" 1/2" \ e e e e J e 1/2" / SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING UA 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 @ W O.C. W18d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @(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". I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 k2 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. STAGGERED C WALL SHEATHING INSTALL. vvanr•nieincwlx; S6 & NAILING SCHED. SECTIONX-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACEOR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR ;4 2 x10, OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE oo N�FR/0 NO SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / BEAM (2) ROWS OF 2x BLOCKING__\ AT 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 W 1.4xW 1.4 WWF OR FIBERMESH d ♦: CV.♦ • ' .. Cl)-I I I_I I I_I I I_I I" .. -1 I I —I I I —I I IIIIIIIIIIIIIIIII I III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING IN m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) 3) 1 (2) (3) (2) 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. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE _ o0 I = r -I I4;2� @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V L z M — o z�Z Q a U) Z 0 4--J w �U — 0 ,,, E o CJ04 W E I 0, ~ 8 C W M m -0 M O O N C 0 CO o L rni Q o Al B DO N�� ,Er -eke l o �Q m ; /, .z. M N �" � • . � � U) ur. !+' u f.. 11i Ilk � � - w � m W a Z T 0 _ Q To the best of the Engineer'&; rfbwledge, InformptlOri, and belief, the structural pYans and spedficatiorls cined within these drawings cofnptV With thw2017 Florida Building Code - Residential 6th'Editioh: 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 o2 l� 4 .- C) �>(nm0 M <U„M Ln 0- cn L f-<7 Q LL Z C� U a ,••i Qco ... � Z � W J 0 ,a. J Wo zaa f< F- w¢a 0 CC �$�z Lu Y f J n O ,o 0��8 U o L (%� z 'rz 0 f z ce a 43. Ln W a (V o U = 0 Z ow Q J Q C) N LL ZOO <za Q Z�o v- Z J T-1 ,�-I a oz� ;Czo L!J Z U way �¢ ce NQ N Z tu m O oo g LU = W rn T a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5ml SHEET NO. S6 f CD 04 CV O) N I x z m L0 r- N N v 0 0 J N rn GV ao J ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC"'-, _-H - - I INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" E: 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. E 3/4" RISER CUT TO FIT 1.0 MAINTAIN BETWEEN 1/4" COO AND 1/2" GAP TOP AND i BOTTOM, GLUED AND ` NAILED TO STRINGER v 33 2x12 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLU STRINGER CONTACT POINTS E 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2X4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING I, X4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SECTIO 2x SYP CUT TO FIT BEARS IN WALL __�2x12 SYP BEARS IN WALL —2x6 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND 4" GAP TOP AND BOTTOM, GLUED AND 7-7 NAILED TO STRINGER i 2x4 BEHIND RISER:I BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP B-� 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) CTION VIEW "A" SCALE: 1" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL SECTION VIEW "B" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6", —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @MAX. 32" O.C. / ATTACH ALL COMPONENTS \LA 1x4 GLUEDAND OF STAIR TO CONC, W/" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / SECTION VIEW "C" SCALE: 1" = 1'-0" / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 SYP BLOCKING FOR STRAP /2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) / AT STRINGER CONTACT POINTS \ � N VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS .1 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 3/4 PLYWOOC ON DECK CKING =F 1 x8 SYP GLI A AND NAILE[ TS12w/ Ir FRAMING //2NAILS) Y I III STOPRAFT 17L2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW SCALE:" = 1'-0" 2X4 BLOCKING C—, NOTE: 2x8 DRYWALL STOP \NOTSHOWN --2x4 BLOCKING FOR 2x12 4- 2x4 PT UNDER 2x12 TOP OF 0 �- STRINGER CONN. TO BOTT OF NEWEL =�N O SI PER CONTRACT a Cl) FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. L POST LET INTO 'LOCK IDE 41NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 7�_ 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" z M — O z Q U) o_ z C1 l�/)� CD 'U — O ZD E C/) o 0 U �� M W Eoo C Co lM I° C m O 0 U _ U` aoo o O Cc Lv -0 rn p VC> rn Q o -Q 1 I 00 $ m.4 o Z r'M p, C 44- 1•y . - - .Q.. W ; -¢n 10 ��o m WL; m W�Q`'. To the best of the:Enginedr's•krydW dge� kadr on, and belief, the's6ucturdl /fans 49d.,speciRcatSans FCI. ined within these dr4gqings complµlvi '•tiie 20�.A rida Building Code - R'esfd;qt al 6th EditiQSR •.W i ear's signature and seal is ordy lot theistrr! " ral engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O a) N ��o P (n M p M a�ro`" a cn Q@�� a ^ IY U Q Z��� ('3 w O F- W �� d- K p uj za zn�a w¢ � o0Wo �bz� z w a O n awl o�u.S UO L oZ zz Ln J yo 43" u, w o N a z 0 Q V 0 J J 9 f cZ o� p<c1o¢ 0 ICD J © G < Into w 0 o U N11 (� LL_ zza g�o Z Z J rl ul 6j < a Q LU o N Q z az `�Z Z °° NZ g w Z z Roo Ouj = T__1 a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. ST x CD 0 N N I 00 LO r- LO CV N 's 0 J N N I ao 00 N M IIJ 3 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.c. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 X ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"Q1 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16 TAPCONS STAGGERED 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16' O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3 1� DETAIL STD. 90^ ` D. so° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PATE TAPCON @ 16" O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL C2 NOTE: AP 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. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 10d @ 12 O.C. 1 X 4 � � FURRING / 2X8 P.T. WITH 3/16 0 X 3 +2 ' - NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ' ` INTOBAND JOIST/4"x2 3!4" 2x DETAIL „ n 2 1/4 DETAIL 2-ROWS INTO MASONRY 3-1/4 DETAIL +5" NOTCH WEB AT THE FIRST 2 COURSES INTO BLOCK 711 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX T. SOLID W/GROUT ,r 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS " 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) Z x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENFURTHER INSTRUCTIONS.GINEER OF RECORD FOR • ' t SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN •� BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4/� „ WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x OV (2)10d NAILS @ 8" O.C. ERygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNGT/Y PLYWOOD SHEATHING 11-011 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT °" /4" MAX 2'-0" 8" TRUSS + SOFFIT + ° . o A ' .' o #5 BAR D BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 10" a 4'° ° CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 W/(10) 2X4 SYP • .. ° IN TOP N 1 X 4 FURRING 1 8d NAILSH2.5A EACH TRUSS > d . ' KNOCKOUT / i? 11, ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2x CONNECTOR '�® PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA END PROVIDE 2 MIN. ILS(3) MONO FOOTING __ .D .p.. .• o ° VERT. BRACES WHEN HGT. OF TAPCON AT EA, SIDE 1 dN NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. ,o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION �ASTANDARD #5 BARIN'90 HOOK N 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 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY 4'-0") It 6, v, - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" �� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L @ SECTION ROOF EXTENSION � M STEMWALL FOOTING SIZE AND REINF. B-g PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED SIMPSON "SET' >- z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" w/ EPDXY MIN. 6" EMBEDMENT & 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3 MIN. EDGE DISTANCE m FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , 0 2 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; v a A REINFORCING AS FOLLOWS: T < j * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT _ p, e — T a = J * PRESS PANEL REINFORCING INTO PLACE. #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ n ° EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° ¢ _ � FILLED CELL SMOOTH. DO NO FURROW. ° P N DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ GRADE o. . o - SET BAR IN EPDXY:. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. �2 g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 C 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. V CD z fh — o z�z Ln (.D LU 0 Lij E V) o 0 U L U a� M CI M kV ~ppCQ 8 th 0 O p m OD co 00 CQ� 0 ¢ Cm Q o Al B D. c �U) N mMiz I1• �' LLy a' z IJL N W II O m.a Z +'. i & oY a� �- , Q C M.. To the best of the End er's knowWdge, inforlygi/©n, and belief, the structural pnd ��cifi�ajiptS�,,Qdntained within these drawings cmn l j NY,fN I�e40i7 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O oN Z 0 � n V) cl, I> M a Ln O Ln Q N 0 Ln LL. n• Z � � M C( U Q 00 Q Z W �� jRC C Q Za Z F Wa1ra- w Lu g� Z O � u- "g1= N Ln y , }o � _n3 L / (V z a UU = C) uj 0 V F_ x O u W O w J �o z � a Q Z ^��o w CY u_ a�r- LLJ � 6 Z v N Q Z ¢z ��Z *k N Z 0 06 Z g = ,-i a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ml SHEET NO. SS I CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS —I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v ITf * I-T-1 14 1.1 TB ? PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS USSES (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN L. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3)10d SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION v DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS o MAX 0 WO OD * USS 1. � 2x6 #2 SYP RAFTERS FOR SPANS 4FT SI1' MPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON N TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. SEE FLOOR PLAN FOR INDICATED COMMON TOENAILS TO RIDE BEAM 10d NAILS VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ 3 COLUMN SIZE & TYP. U.N.O. () LOCATION AND DIRECTION N ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH C" 2X4 CONT. AT CONC. MASONRY STEEL OR WOODWOOD COLUMN SHOWN (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH i T & B CHORD BEARING SUPPORT ( ) - MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL "affl! m SCREWS EACH SIDE) (TYPICAL) LO A -A ALTERNATE BLOCKING CORNER G SEE FOUNDATION SECTION AT LOW ROOF s N ell YDETAIL INTERIOR BEARING 5 PLAN FOR MORE INFO _ „ SCALE: 1/2 - 1 -0 �W 3 /' vj SCALE: 1/2" = 1'-0" COMMON B M . ATTACHMENT 1 g WOOD TRUSS o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" J SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT O> SCALE: 1 /2"=V-0" LOIL VARIES - - 2x STUDS @ 16" O.C. j t_.Z l-Z_T_l�:.L� rl�->' STT-T11I ! t_t j ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 8dON AILS AT INFO.EY TRUSS NAILS AT B1 Od NAILS AT ASE & SIMPSON 16'40 C W/ #2 SPF BRACING @ 4 EXTERIOR SHEATHING2x BLOCKING BETWEEN STUDS O _� — COMMON TRUSSES. INFO. 3 ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE ; = " TO TRUSS W/ (2) 12d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL o ATTACHED PER NAILING LOW ROOF/WALL i PLATE MORE INFO. STUD) SCHEDULE TRUSS PER NAILING SCHEDULE BOTTOM H � -SHEATHING ATTACHE -i 2x BASE PLATE W/ (2) 12d o VARIES W/ - - _ - VARIES SEE PLAN 2x4 BASE PLATE W/ „ NAILS @ 16" O.C. ALONG W/ ROOF SLOPE - FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD (2) 16d NAILS TO (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING ( SIMPSON MTS12 w/ WOOD WALL � (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING j� - BELOW @ 16" O.C. y OR TRUSS. 2X4 CONT. W/ 2)`_ 61'NO O.C. STUDS #2 SPF @ W/ EXTERIORTO FLOOR GIRDER TYP TOP & BOTTOM SEE PLAN 16d COMMONS SHEATHING ATTACHED BELOW @ 16" O.C. • MASONRY WALL BELOW: SIMPSON ly' an NAILS EACH " PER NAILING SCHEDULE & o STUD TYP. T&B MASONRY WALL a�. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD i (3) 12d TOENAILS TO TRUSS OR SEE PLAN FOR r PLATE BELOW ° 4 0 O.C. TO GABLE TRUSS FLOORING Z. ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - / - i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. a MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD COMMON TRUSS 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION a@ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL 7 SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErj_2`�SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'4' SCALE: 3/4"=V-0" 31 DETAILS &SECTIONS // nn V e- V Z � 0 z� a c� GA4-- w o O w ZD0 E o m^ U &M M I.0 C f0 M _Cn LL00 U CL o Y Q m LO 0i Q o B D. N�c =Ji pQ O 4j p ao vil m40 ZWo' 4� PP A To the best of the Enginee�9'.�Cnowledde,-infdation �tld belief, the structural plans and sp),cifications Sontdided within these drawings comply with thei2Q17 Horida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z 0 I>ijr) MO z M Q U'(0p Ln Lr; vi N � LL oC U a 00 Q � � z WJ � V_ �z ofa LU Za f< UQao LU H W � E J a0� u © L W z oZ ZO a� O a Uz g Z Uvi 3 r.� / Uj Q -p 06 z UU = W W N z� ( D <Z Q g��o z W cyu_ lij Q Z z a $Q~ v z N 7F N Z a Z m Q = N a LU 06 _! LU SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS FOR 2x8 WALL ) MASONRY WALL CONNECTION. @ 24" O.C. SHEATHING G OBELOW AND ALT. 2x @NAIILS (2) 2x SPF TOP PLATE FLUSH + BLOCKING INFO OA SEE PLAN FOR CONN. ()IP dLTOEES W/ 2 T B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d 1. APPLY SUB 2 10d TOENAILS BLOCKING NAILS T/B FLANGE FLOOR (3) 2x #SPF () AT EA. INTERIOR HEADER DETAILS 2x STUDS + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. © 2x4 CONTACT 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. IF OPENING IS GREATER EXTERIOR HEADERS SURFACE QA 2x4 #2 BLOCKING U.N.O. ON PLAN THAN 4 FEET BUT NOT (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR 1-JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 1/2" CLIP IS TO BE MIN 2x #2 SPF STUDS 12d INSTALLED AT EA. END (3) @END OF •°• • • G.C. VERIFY INTERIOR CORRECT BLOCKING REQUIREMENTS w/ (3) EA. END TO HORIZ. ii FLOOR DECK HEADER SEE Q/S4 FOR REQ'D JAMB INF (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING TYPICAL BLOCK WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°• •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (2) SIMPSON MSTAM36 w/ (7),10d NAILS & (4) 1/4"x2 TIE BEAM Cc� 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS SIMPSON LSTA30 FROM WIN W IS INSTALLED). SCALE: 1 1/2" = 1'-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" =1' - 0" SEE SS FOR RETROFIT GABLE END RIM JOIST SEE R/S6 FOR END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 CONNECTION INFO TO CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" 77 SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w! (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS 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. 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP (� SIMPSON LSTA24 w/(18) 10d NAILS J CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT ( A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT _ NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS r FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. A HE DER/STUDS 2 2x HEADER SEE PLAN f 2x6 / 2x8 WALL BEYOND SEE C AT 16 O.C. U.N.O. Ilo^ DO SIMPSON SP1 w/ (10) 10d NAILS FLUSH TO OUTSIDE FLOOR PLAN FOR INTERIOR HEADER NAILING AREA(TYP.)HEADER HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN „ n n OE 5/8 A.B. @ 24 O.C. AND 6 FROM MIN 3 2x #2 SPF STUDS () @ END OF HEADER SEE Q/S4 FOR EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7 REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" MORE INFORMATION BASE PLATE �� SIMPSON SP4 w/ 6 10d x 1 1/2 USE PRE-ENGINEERED O ( F O 2x CRIPPLES @ 16" O.C. W/ 2 12d TOENAILS T/B 10d x 1 1/2" EACH SIDE 2 10d TOENAILS AT EACH END 2-STY. FRAMING O.C. TYP T & B - - � SIMPSON SP6 w/ (6) 10d x C B B C O () OF 2 #2 1 1/ 2 USE SP F ( 8 OR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. (2) x WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER SYP U.N.O. JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID ( ) � TOP PLATES �� BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TO BE INSTALLED AT EACH END. SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. COL. SIZE 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O TYPICAL BLOCK WALL PER PLYWOLU NAILINGOSCHEDU SCHEDULE SIMPSON HTT4 w/ (18) �— AT 16 O.C. U.N.O. (2) 2x HEADER G 1 2x SILL PLATE W/ 2 12dTOENAILS. () () EXTERIOR HEADERS C FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8"BOX ANCHOR BOLT w/ HEADER SEE PLAN E F Grp F F (1) 2x SILL PLATE W/ 2 12d TOENAILS. () 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE SIMPSON MSTAM36 W/ (7) 10d NAILS & 4 1/4"x2 1/4" T d NAILS O TIE BEAM MIN. 6 EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 10d NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ w/ (6) x PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT SEE FOUND. PLAN FOR FTG. REQ. H STUDS UNDER 2nd FLOOR HEADER ARE O BELOW JAMBS o _ TOP AND SIMPSON SP1 w/ (10) 10d NOT REQ'D TO HAVE CONNECTIONS. \��/ NAILS AT BASE ''PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 ST. INT. BEARING WALL E FOUNDATION PLAN FOR FTG. REQ. I 4— — �- TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO AND EXTERIOR PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE HEADER CONN. � 2nd FLOOR 2x CRIPPLES TO MATCH JACK STUDS BELOW STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER s 2 STORY COL. @ I R D G E R BOTTOM TO HEADER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = V-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = 1'-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" J - ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES 16" O.C. • ATTACHED w/ (2) 16d TOENAILS AT EACH END @ TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER ° 2 WS 10d @ - (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3,� 0/ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS A�,qT ti0 2x4 W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN F 48"M� TOA TOP SPLICE 2x STUDS @ 16" O.C. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. 4 ft (2) 2x ti (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W! (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON HEADER ANCHOR IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF r8 BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, SCALE: N.T.S. 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, PROVIDE 2x4 ON • EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS TOP OF 2x8 TO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON NAIL (2) MSTAM36 4" (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. BLOCK OUT TOP PLATE ATTACH END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. AGAINST 2x8 2x8 TOP J FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2x8 STUDS SIZE & CONNECTIONS 2X CONT. RIBBON PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM 9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 1 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'4' �, z�z Q U) z `r' (D03 a--J 0 �U — 0 L.0 E tN/) o 0 U W ;t' ~ 88 p U a� M to Cl) C � M O 'CO NO _ � ;.... ` -5 U. 00 U �Q� 0 y Q to LOQ Q Q B DO i°a D all d Zy" °� •, } - an M` . D ff-''•.__,tom o :,^ iAJ a. QA , r aCD F ru To the best of the Engineep �%kppwle ge, in ormat``eL--� d belief, the structural plans and•6po4¢''1qdt�y4�t't*" ed within these drawings comply with tME 2b51't Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0�1� ►>i��0 M Q U-) 'gyp V) O Q LL F- �- � U a� Q z � zz WJCST C) jR za z� �F ¢owa wWo UQ zi 0Z Z �g�w o. - yaaz2- O�u-g U O QJ cl) Z o z 8 O Z I� 0 5 3 C N UU =Z. �f o� 0 O Q avvx9 O O w O 0<0- 1 ` w Ce z < Q I-PEo $b Z W ^ 11i 9C, <Wo i Z w ~~ NQ Z t DMZ Rz m O N oo Z g = :jo ` z , I a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 5al SHEET NO. D2 E e WEATHER ARESISITIVE . BARRIER WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTION& 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 CI Arun] SELF -ADHERED FLASHING HALF ROUND WINDOW E AM r L/'1V1 IIIYV 1 L/'1V1111VV 4SHING OJ WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 2 14 5 1 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED717 ADHESIVE THROUGRE FLASHINF-ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Fez 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER owerelp] Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z M 0 z� Q J a t n 0 4--J w C) O "' E o 0 `- In I` U W E Sic" M C cp Cl) f0 M U O co o U� �a� 0 �o Q� �8.� �Qo A 1 'BD. N C B D C N in N N_ Z,w04 �I yM �Z Z W o M Z J oc aNN M W u_ .o W a ZVQa�� v4 � 0 .0 �Ul �z LLZ U) OE b mm d W aNQ o O U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z (V O tv N 1--­i :LJO Z >(nM00 M Q Ln 'D " 0 U Z r CL tY U Q 00 Q z ca Z CD W J C) oZ cca cc a Zg f< WZ 0, gWW� V� � 5�- W J Sw�io a g Z i- o >_ Lr)W XZ Ili ILL. U-)3 7 N o O < U = Cc Lu oW 0 QY6Q X Yj U CDul al (V?j A o<� Z o W � J Q 1` �a< 8��� W �� a J Lr) UJ LLJ z a g o S a W~~ <,Z N N Z t-u �z m06 rn Z :5 _ ¢Z ,-i a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5al SHEET NO. WP I I I I I if !! 11 1 i V11 I I I I SIMPSON Sft=LrTie March 20, 2018 Re: Wood Construction Connector Compliance for 2015International Codes & 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method /or Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity- The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30r2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.strongtie.com for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. 16P4 Keith Cullum, P.E., LEED AP dw(BDW Engineer, Southeast U.S. Branch Page 1 of 1 Simpson St e g Tie Company Inc 2221 CountryLane MCKimey, TX 75069 Phone: 972.542.0326 Fax 972542.4139 wwo-tiongtie.eom < USP co ors > 4 $Impseal Connectors ? USP Sti le Na. FWrids Ste mil Product Approves Me. Clrallufi0n Repid Baeis t2111,18! Simps Nl Stook No. PlorfdA Stallowide Product Appruvaf No. E%*Un$M Report Basic (2mar A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR3445 HU810 FL10856.10 ESR-2549 HDO410 FL17241.7 ESR-3444 HUCQ410 FL11488.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10658.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655A04 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655A07 ESR-2549 JUS24 FL17232A0 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655A 13 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2815 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852A ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FL11495.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10466.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 FL13904.6 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HOU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3516 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244,27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456A3 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456A4 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTSA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPTB FL17244.32 ESR-3455 SP8 FL10456A5 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 F1_17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033,1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHD8 FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM20DW2 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9&72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67,0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +6T0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.01-67.0 psf B. SLIDING MI Wndows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst ant) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 165 FL15349.1 +40.01-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272A - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RV10 FL21580.3 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart 8. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. I APPLICANT SIGNATURE DATE I cn (� U L O O _0 O CU OL C L ICU 0 Oco LL �W I-__ _Q . _ CD Q Z Z LU J Z ^W W `u O 0_ SHEET NO. PA 1.0 N Florida DeputrneM of Businew & Professional Regulation Building Codes and Standards Product Approval Appllcadm Detail p,ge, I15mis Florida Dapavdnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poe I 14mIS Florida Departnent of Business & Professional Regulation Building Codes and StandaMs Product Approval Application Detail l� 1 115rm,e Florida Department of Business & Professional Regulation Building Building Codes and Standards Product Approval Application Detail Paw 1 r2 /4m1e ♦� Co v/ -e- 4 L = W Q O 2 VJ � � ` V /Tt Vt O L O C1 O LL O �e �� E O N L i� - CU — �(/�� �, � � 4_ V J (n Al I� ♦y > O Q goat EMYMtr pat pat ➢reLw.sa pat ors Ysdae rml� 2mm loferiLirm lfam.MfM yaaaaMd fBiedlMa Ba�Aoo®&I Aa�&tl Elm& Rswebn 2017 Tnerrn-Tru Corporation Rick VNgkt Lyndon F. BddNdl, P.E. Ryan J. Kkg, P.E 10/,ar[077 07A2/2017 10vt82017 12/1220/7 Approval cprro•ry:ExbfWOope N1B)296•,74o PE43409 ro,3)7674H65 subc rgery swYwYg Exbhlw Door AaNneta ddkd'O nadbnY. ceaotria Waled: Evaluation Report torn a wet Flodd4 ReOYb1sd Arch -act or a Lkvwed Florida AUBuiwW Enabler ammo wares Ae�tle Approved ter We W219 Asian assess a= QWWKa9fL sub m Eras i a. Tldnms-Tru FDer-Clpalc en08moM8Mr NNNra16W8;8 &quokNaHnped6quok Opagw 12J3112000 No Yes yb WA CortpaM Edge FaerpMa Single Door gmwkiplDwwYp;Xaatgrarbn) FLOMM.M Gads aaatr Gal Gabe F§CAnorwa Gar RerviLUIriB17 Th—T. [ 9mMf aelmcad. Ryan J. DD lumrM alb fa921*017 eor9yM Fels Reunion 1011 Cabga-Tro Capoaton RkA Wight Lyndon F. Samddl, P.E. Ryan J. Kbp. P.E. 1?/152017 12N32017 12212017 PwOYrp FBC Caoaory: E4W W Oowe (419) 2WI740 PE-43400 (813) 7674I656 sr+bCM•g•rY: Bwbgkq Exbd« Door AaerndW dfAwond* jomwbft. CaaiPaerae lYUiOt EvWaMn Resod aem a awn FWk1a Reg Msre' AmhlW w a Llorred FWldo Prnbeaonct EngineerFtrds rLamrl4n Setae Eager Gala pat GaMEmae Gfe 1)M ridm 1Mri&a&& 9alaef EafaarALemt rimers lD rimfed am&am FIIC Ass a al Approved Lae& RevWwi 2017 Therm►TM Coiporad" Rick WVd Lyndon F. Schmid. P.E. Ryan J. KYp, P.E. 10.ML2017 071122017 10N82017 12/1212017 Appmnd Cubateg Fry: or DO" µtow29&1740 PW34W (813)7874l685 E ExMor De«At.a CornddoAMpceMuMnta. Coleslaw Move* FloridaRe mad A hftd r a Raped from 4 ears AmAteat «. UOenesd Floral ProbMbnr Enpiwn ProbResumed Engineer 6�la142 Produce, guLteammmm Approved far Aer&MdhLun Imwd psim !ma S�Eamtlon.pM la.HVHz 9t fMtlfad Hlwn e I. Thelma-Tn, FlonCOWo■nd SngdM8W NomkW H&RIB:a&*VVAw.knpwliquok Opagw ,2n1r2m No Yes No WA Caipooke Edge FEralre Single Door aawirproutewinp; %oofMipurNon) t1MM14U 9ok EaImm Gale pat 2020" pat lima Yadm mosaic t G� EoawvauI VAMOM a rimw Subffd ad PffiAar�l Aped Let& Redlelon 2017 TMm'r-Tru Corporation Rids Wdghl Lyndon P. 9dnWdL P.E. Ryan J. Kkrp, P.E. 12H312017 1211312017 121Jt/2017 Pending FSC Approval Category: E.WW Doan (09) 298.1740 PE43409 (813) 7574M66 may. Soong Exterior Door AeafraYu ftkw6wbWg�Mnb, CorrrplWra llellrpt EvalVabnRport torn/ own FforMa RegYlwed ArdrMd «a Warmed Florida Prolaerornl Enowr P1ainl1:8: Sells let pat pelebr w Bala ie G Are Yeolm I 9mMf Ems tillem rimeMasc riadlra %&M W FEC Aem7&l A ww ad a m& Revision 2017 TI ernw-Tru Corporation Rick WrW Lymbn F. Sdxdtlt P.E. Ryan J. King, P.E. 10N62017 07M22017 10(16=17 12112=7 Approved plpery: E1Mn«Oing (4/9)2�1740 PE43409 (679)767-6888 smie.hgrr: Swinging Ed or a Duane aarfrsa Caaptlros Metlot evahlation Report fiom a mom � Ardasd a e Lk4raed Florida Fonda fowl Engineer Prababfral Ergkxrer FLf2Ml4t2C fiaM.Awom EarmatlffiJ!u Mao pa lmma 21MM affix PJ➢WsdJ SdimmLi sioaonGaM in win 9tn�LL alib m P1aW p LTMmn-Tor Fber-ClpNc and Bmootlt8W Non"6Wa:88prwLNwr-ImpadBquot Glued 12R1t2020 No Yes No WA CW PoaM Edge Fbwown SYpis Door gnaNnplQMwYip: X oonegefNbn) � �9ads Enter a Gals Gala MNLZmdoa Gar oma ft" Wmaamrx GaWrt gesomdumem Yaldlem YamYm fsaOmYW FWAoamld Agrg+SM Leta Revision 2017 Thelma-Tru Corp«albn Rick Wdgd Lyndon F. SdrmNL P.E Ryan J. Kbg, P.E 12113I2017 12NS2017 12121/2017 Pending FSC Approval Cdogwy: Exoror Door (419) 296.1740 PE-43400 (613) 76745M S bColawy: W,ylap Exterior Door Assembles fib, Ctaapaerw Insist EvabaWi Report mom a anti Florida Replshwed Amlasd «a Licensed Florida Probwiwul Engler BaaQlti4i Sari sddtx Gala Gale 2NLhm a Gft lYa! 1 GEOdfd E�tlLgLaaOe! Ya1�a.� Yea ,; 17ii,eaa� Revwon 2D17 71%m Tru Corponaon Rick Wdye Lyndon F. Sdwkt P.E Ryan J. long, P.E. lQ!I& 17 07H22017 1W18+2017 12/122017 Approved Cabgay: Exbd« Doors (119) 2961740 PE-49409 ro,st ro74)666 Subcategory: Swinging h E E4terlor Door t *pan o pulldolobMgecnaanhT� Caamperoa MNrod: Ev4katon Rapodaom a cer,i Florida Reglorod Pf kxW ArWled or a Lkonaw FloridaO 8 pWMAwnm Aaam&aiglse A ill I&aet laelim Lea i hl�Y Y sawsw f7lMr! 14 n. Thwma-Tru F'berCWeio rid 8noeM-&v Nombal S&i98:0 &quotHw4rmpd&quot Glued 12/310M No Yes No WA Wig: CdnwrdaMn,Single °o« FLEM414U lode EoaMar pat pat pMPmmo pat Rsvron WIT TMrma-Tro Comoro. Rick VWam Lyndon F. Sdvnkil, P.E. Ryan J. King, P.E. 12J13rM7 12132017 1=12017 ding FaC Appn Caba«y: P.iaarbr Door (4 ro13) 70745586 9ubCategay: Swbgkp Exterior Do«Aaer+lMiw r Wldpmtruaanb. Commissaries &Nett Evaoamabon Report aoln a a Registered Ardded or Lkaueed Florida Ant 1 4. TbemM•Tr FBir-CWak and 9nootlr8lr GIWaLAaYmOe Ptt aMYm Normal sum.$ &quDCtla.npd6guet Opaque 121912021 Conpoeae Edge FbwgW" SYple, Door prrwkrdOulwv6W: X cpMguraMn) AwandfrlMa Approved InlOLi 9sAea,HVHZ No her l+owti lWNlm Ya No pfm Bmm& WA teal S f. Therrro,Tru Far -Gallic and 8noatln-tier Nominal 8813"Edge &WCkbwgk or.kpad&quat Opaque 17/31221 Ocrrpaite Edge Fl•oo ft Single Door Onmwkry0+dawbp; X oa4npuntln) Approved for �1rJbe ba" Seim InHVHZ Bohm Pro— No Ya No WA Aga 9 L TMmrTru FarCbak aid Smatl.Btr Mi&feDAwe� Gilead 12/31l1021 Nor B Edge bergio single Comp(Wwmk eat maw ; X ail w4pr Door (MIrHpldbwirp; % onlbllratlai) Ag,,,,W1 U, Aaa�6MclMa inHVHZ SL1MideKWHt No Va allow pfm &NNW Hlnr! No WA g ,per �a 14 n. ThoffwTru FbarCWek and 8nootll-titer !b&Yht a NonMnM 8&639;0 &gwtNon• rpad&quot Glued 12/31I2021gii old,� CanpoeM Edge Flewom Single Dow Ael>m0irlle AmaoraaAx4me .&sled � stwim No Ya No Gasim � WA ismaSiatle arvA,9dItM (baeole Dlawvkp; X pntgaiMrr) 14 Florida Deparhrient of Business & Professional Regulation P.D.1 of I Florida Departs ent of Business & Professional Regulation Pew i of 1 Building Codes and Standards 14mle Building Codes wed Standards 14m/e Product Approval Application Detail Product Approval Application Detail Florida Deparbrient of Business & Professional Regulation Building Codes and Standards Page, a i 1I&mle Florida Departirsnt of Business & Professional Regulation Building Codes and Standards P.P i r+ 14m,5 "2224ffi Product Approval Application Detail Product Approval Application Defeq Sods mm Xw mn 111111a llsilm am w 9amf ZoobwAl.lwm lmbmkdm( pat Galt IMAM AaraW Deb pakckw pat FacAaam&l Aao®&d Leta 920 fete la ma EW1Mat gm commeLLUM Yamarim Gale lest p1k Baa.oa pM rimrm II&MOM EwLhEm&1 Aemm be& Rev'son 2017 Tlrrmf-TN Corporation Ca"mr. ExW1w Door SoCip«y: BwhgYp biwW Door AsewbMa Cow4do a elaafe h CrtlBeMkn beak «LWbg Rick WtgN National AoweNaMn & Ryan J. Kkp, P.E. (410) 2WI740 Wrlmgrad bNbrts (813) 76741356 kb. own 1720Q017 0I 212017 12a=17 Approved Revision 2017 TMMWTM Corporation Calq«y: Exterior Doan 8wkpbg ExbdorDwAwmon. DarrrPe•rae YMhot CsrtlecWonMad or Lfeap Rick Wdpld National AccredMson & Ryan J. long, P.E. (419) 2WI740 mwwpmrr bNefb (813) 76741665 own 1212 =117 092112017 122=17 Approved p# D&a met Revision 2017 Ilerbmar Is V*wWm end Doan EmMtr 9amlf CooMerlLrm Yammid®D ward swbaer Lur Rooefo Loma Sown M. UrM, PE 30542100 �14 (717) 317-0464 1pgpyrn lift We Gam,esaft Yamfn semen fH9Aental 0r132017 0/111112017 09115=7 Was Aoomml 10/10/1017 lama Approved SdIM mm ridge RevWon 2017 111mdMilm MI WMidoes and Doors CaNWq: Exterior Dora afsLr 991Yf EebotiLlomt vNared a mem smhw Lull Robert Loma Sown M. thick PE (717) 38a300 PE-=14 (717) 917-8164 Gore link DmL mag pat 1faYdtlla aatl&aed iS9A9rMal Aaa®ad MI UM17 081112017 OM152017 t01102017 lam& Approved sata2a aLbo miss rLm auhCategory: $Hears Exlrlor Dow Aaedrtean b as .gyp suhCateg•rY: wLtlkq Exterior DoOtAaanWW bMMgefQndwd.0am tin Approved for,lmg NOW Gym .LOW AeffiOOg Approved ffi}se Appliqued forUse lesser 20M Co pMna Reamed: EvroMn Report am a Coepawa Resent Evaluation Report mom a AMA In Hym GllwdLk@M amilow Einstein spa I, HV IZ GaraelfllZ sum m Ease= Florlos RapleW W Arddted or LWw*M ForWo Florida RagYMed Nddlat or Worried! Florida 1 e 8quotCW ipCrNigwk and&WA1;6aprerk by inane-TrAwat &a and 510aqueGluedOprd Glued Ftargtea Dow war 12131=1 and wlaw aden" bake and Ou"Ing No Yes No WA a Bed &gx*1Ww a by e. &quokS?nood LrBalm Th m Tru&quot 64 BID Opaque Bed Glued FbwgMn Do«1b w121311=1 arid rod WNW Skbaw kdwNe and Clawing No Yes No WA FLM03ZPA Praruelor+r F•npbaa Produces Probabnr EngUar Effie 91tlkAsswOn 908MULZNHMYffi21le Aproved for Use A,,,,I d &WARM MIIQIZ oullide HvHZ 1100 ptlm 9nMMm Hear aw Product ILOMAtI&um Praised 22okELEMMMIRL20 Aeamyed.MCfMe Aaaravollmcim! lwaf MtOHIZ GLUM dli BMW Grim H1waa 9 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12212018 14534WwtV95&Mok No Yes No WA 4 SOM 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SLED REINFORCED OX, 12/312018 XO, XX w&quotxe8quot No Yes NO WA FloridaRegulation rag., r, Building Codes and Standards laws Florida DepaMsnt of Business 8 Professional Regulation Pew, a, Building Codes and Standards /Nmle Florida Depar4narit of Business & Professional Regulation Pp i a 1 Building Codes and Standards +nlrmle Florida Deparbrerd of Buti rroas & Professional Regulation Pawa +l Building Codes and Standards ,etre Product Approval Application Detail Product Approval Application Detall Product Approval Application Dealt Product Approval Application Dill BMAMI&M f3afatil2>4i 21111111 LM ridffi Revision 2017 lYriemnt N Wkfdows wo Door Oregay: Exterior Doors arde.rgwy: SMV EdWW Door Aaeafa W Corpanw Maarot Evaluation Repro awn a Fbroa RogYtend Andisad or Wormed Ford EmMtr pilaf 90&UKAlmem yalladadh BIWK SMipw Leda Robert Lams Sown M. L4lcK PE (717) 30533M PE42514 (717) 3174WM beWgrilmhad.aam Gabe Gar riarrd aetseaed 06113rt017 05/112017 9/1ePmAffi 20 m9Ae®&t hootem 081152017 IWIOMD17 ama Approved 9a0e mm rirma R",own 2D17 taemdraat MI VLaldows and Door co holy: Eidror Door oCuef": SMbg F.xlrier Door AaamWin Crpence Want E owdw Reped from a FbrWo Reg' Arched or Ucenood Florida 9mMsi Eoameea.Llem Xddoolk Brant Sta ge, Luis Robert Lama Steven M. Udd1, PE (717) 385,%%0 PE-42514 (717) 31734M bellinPtendwd.aom go Gft 2dtBmOela Was MMM" astailW ABC Approval Aoa&d 081132017 09/111J017 061162017 10`10=17 Lfe Approved 920 Ilat )forma Review 2017 lleldemint Clopry&"V Pmdoob Conpany cadegar : Exam w Dove SubCob": Soebonal E WW Door AswMee Deeparna Medved: CMMatln Mad or LMMp Etdwor 9amef lmWrlJhsm va.bded Merl, VYadb?%W kerw Tads SerVWS NA, Gary pBrhbr (513) TM41082 to (513) 5194M nwamberfloWilldopay,cun 21M ps GeltPe.m Yamftd Iialbofletl ll9Aora&l 11r2 m17 0811012017 pat Aemtad 1205=17 Leta Approved .Lads ins ri,I,, Revision 2017 lleadslnsat Gloppy&"V PM&.b Conpny Category: Exterior Door BdbCabgwy: Seasonal ExWor Door Aasrrala CewipRrra YNret Ce49rwon Mark «LYep Enft 9aeYf Eelmta:I,tram YamfatJaL Mark WWef6Nd frontal, Tamara Servion NA, Gary Pk*Mw (513) 7704M82 Inc. (513) 519415m —85*19MOdopey.aam 20 Gal Deb Pending pat )Malfd MimdMd B19.Aerrat Amtm&d 112a2D17 ofifloN17 12M>S=17 Leta Approved — cu Probabfrr Engineer, ProbrbnM Engler Ma! E Almond .for lle AperavvelfwUse InHVH1Z 9lmaLmu Mart 21" alwi m Ever tea 0163: QueftLAwnm Hadu dfma S�ofE Aaaroved INIse Approved for mref 1,HVHE 1LYaalla¢ amtmm GnMn 0amae ae.a 1 Product Iledel. Number «Nra SERIES 420 ALUMINUM SOD gumoLhoom Product Dworkillan IExokggffi.Dom SERIES 420 ALUMINUM Bub OXO 1219/2018 gyp Approved kk mvmz oub"HWHZ No jgtLig liand FASNIWM Yon No 2WE Hawn WA iii ae2pmdud 2 L Kwdw or Marine SERIES 420 ALUMINUM 900 PfodRd SERIES 420 ALUMINUM 600 OX, XO, XX 1213120/8 AparownwiforUft Aparawail for {Mft slmf IS:IVINZi 9uloldo VIC lesiaWt No Yes No fsfm per WA 37 037 YY -W PAN-2F151: 84A, 94, 73, 75, 15W, 190. 76, 7SV, 41W. 4RSF, SRST, SRSF, MST, 48.42. ft 486, 4EDB.4. 3. GD GDWV, GROS, GR5SV, ARSE, ARSSV, SV Sher Pon(min. 25 go.) SingteCar (up to97 wide) 0521=8 WINDCODEd111174; We Garage Dow No Ya No a30 PSFl32 PSF 63 O53 W616 PAN-2 SM, 94, 73, 75.1500, (90, 4RST, 4RSF, 6RST, SRSF, 48, 42, 56, 480, 42B, SSS, GDSS, GD5SV, ORBS, GRSSV, ARSE, AR63V, ED58, ED5SV Stec Pan (min. 25 ga.) Loubb-Car (97 to la-ir 0621=9 wile) V1114DC0DE88174; W6 Grags Door No Yes No .30 PSFI.30 PSF I453f4&quDry80&pbt NOWUEINFORCED f4d14REINFORCED .I Florida DeperOLisM of Business & Professional Regulation Building Codes and Standards Pop l a l 1a2ole Florida Deparbre it of Business & Professional Regulation Building Codes and Standards Paw, r 1 1NrJ01e Florida DepaMieLit of Business & Professional Regulation Building Codes and Standards P.g.1 r 1 laws Florida Depa Budding Codes mid Standards Regulation �,15120/e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail PProv PPS Product Approval Application Detail BrtfMU4a gads Grp Yadm Revision 2017 tltrdr&a&t as Wledcenaed Door pessary: ExWbr Door sua0abgwy: Sldbp EdwW DowAwanMbs ConpMna 1"' : Ewkaean Reportmom a ZIO Let 9rYf Eo�&Lre®e YMdlled.Ec Bent 815rpa alb R514 Lallw (7Mft,"3M. Udder, PE (717)36e33W PE4128U (717)917-0464 bala+gerOmiwd.aom pM pat rimers alMfam ON1320t7 OBn12017 2OLbeOffi pit tl9,Aoo®l Mensal 08/182017 101102017 Leta Approved B Slat erns Ymim Reunion 2017 liadvaa&c PGTkWu*ln Category: Exbfbr Down SoCategay: Sift ExW(w Door Aaaembin CawpMnoe Moved:Ced6eedon Mad or Lbep EmMtst pmsi lgatefALem lMmfd..at Dan Rued MWN-0edt BCCO-DER MWNAede BCCO-YAL (941)488-0100 (%86)316.2690 drwdrOpprMuaoW.co n pat 21k pit Bladlm pat rimeMd ameeaM l79Am®&I Ammad 12202017 1128201T 122520/7 Leta Approved nallarJn gad! Due IfwMn Rsvbbn 2017 Nee deseW CURRIES Wilma of AADG, Inc Cmbg«y: Exterior Door Su6C4bgaW Exterior Door Cwnponeme Capella IlesreA: Ceftlefxdofi Mark or LNarp Endlw or 990Mf EemoLai m gddm a Dedlo Dew UL LLC Ted Bannon, PE (841) 4942841 (305) 808i707 dave.dedio@asaebby.a m Gabe pat 200s ilas rimfd !moan tlg.Amtaml 112012017 1MNM17 pat Approved 1206=17 A ma Approved Ea1ZMl�: 9s0t hens vwma Revreon 2017 M a VVYdm and Doors Owpary: Whidews Subcategory: Sol* Hung CapWra Matl+ed: Ceralatln beak«Lblkp igl w 991W Euoaest4Lem v ldera w Bent r Stanger MratWnAma Aawde Bova M. 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