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HomeMy WebLinkAbout3184 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS LED S6 DETAILS ST STAIR DETAILS ABBREVIATIONS SS RETROFIT DETAILS A.B. Anchor Bolt F.P. Fireplace P.T. PtessureTreated D1 SECTIONS & DETAILS v. Above AAir-Conditioner F.O.M. Face Of Masonry Pwd. p� Room � � \ D2 SECTIONS & DETAILS ADJJ \ \ . Adjustable Ft. Footl Feet Rad. Radws WP WATERPROOFING DETAILS A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigeraeor PA1.0 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galv. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.2 PRODUCT APPROVAL NUMBERS BkSh BookShelf G.T. Girder Truss SD, pep Bm. Beam Hdr• Header PA1.3 PRODUCT APPROVAL NUMBERS Bot. Bottom S. Square Ft B.P. Bypass door Hgt. Height Sh. Shelves BRG. Bearing H8 Hose Bibb SHT Sheet Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling KlWall Kneewall S.P.F. Spruce Prime Fr CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thidw D. Dryer D8 Door Bell LT. LaundryTub T.O.B. Top of BW Dec. Decorative Mas. Masonry T.O.M. Top of masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top of Ptaie Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Wrxlow Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack D.V. Dryer Vent M.L. Microlam u.c. Under Courier D.W. Dishwasher Mir. Mirror UCL Under Cabaret L#" Ea. Each Mono Monolithic U.N.O. Unless Noted Od*rwise ' E.W. Each Way N.T,S. Not to Scale V. Shower Valves VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Rod Exp. Expansion Ped. Pedestal PH PHONE w WasherFBC Florida Building Code W/ With Fin. Fir, Finished Floor P•L• Parallam Witter Closet F.G. ixed Glass PLF Pounds per linear foot WA WIC Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf PSF Pounds WP Water Proof Fir Sys Floor System per square fool REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS 01-04-18 3.0 2017 FBC UPDATES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding r, `oa0A�.wS�'� j V Y'p�y MIVAII u,�. the information found in these plans should be directed to our ��DI E� ,16 660 peview Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without Es I "7E. advanced notification and approval by the Designer/Engineer. PAN EMAI U Z� �� A-LS Payments will be made in accordance to the terms of the 497 agreement. (DV fM 0 z� J 13 0— z V) Q) C +—' IJ � o �U — O 11' E r- '— m 04 04 V N c') LJ_J E OoO CD Cl) � N MI.i.— S N U t LL 00 0Y l� N N Qo lEa+lfPf � 0 L A 1 H i aJ 04 - Z_ ci ' o, o � �• — N W J To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 O l� l>—r(nMO M a��`n tZ ^ oCU 00 Q E Z WJ 0 J 0Z za w¢�ir Uz08o Z W W 00�LLJ o O N W W o�O /�/� l` C) w Z 0 C1 N o7 a u Z Z g� W o 0 UZo = U J` �� O aYP E� t'V Za�� wawa a oPL� Z WaP Lf) W J r-i W LL! 0, j< w ? N Q Z ¢, o Z aZ O� ZZ a O = a wcoJ rn ,- 4 a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 3.0 SHEET NO. C S 0 0 A J TYP @ 2 S3 S6 STORY H.B. 19 I _ �ba I I I I 36" X 60" SHOWER R&S -------- — � BUILDERT PROVIDE APPLIANCE PROTECTION r---------- — _ B w O O FIBERGLASS I C.I W.I. W iv WHEN REQUIRED PER FBC i K I S4 i I I N 0 w — — SURROUND II I 8'-8" FLAT CLG. I O I 1 I -- B CARPET I 2' 6" I I 1uu I> 28 3 4 ■ 14'-9" 3, 4,1 8 5'-0" 1 7'-7" 1 2V-42' I 1 1m 06 N OWNE 'S SUITE 10 ; 0 2 CAR GARAGE I I I 1 1 1 I� cc Ig 8'-8" LAT CLG. IG 8'-8" FLAT CLG. I 1 1 ju_ C RPET 2068B.F. 9'- " F AT LG; 2668 i n I I o 1 1 10 1 LINEN ILE (3) 2X4 #2 SPF 1 5 SH o3 i J3 o W/ (3)16d S3 I I i I I O w I IZ 1J iff 16' DEEP TOENAILS _ _ — J N I O I TYP @ 2 STORY ! 13A R&S °' I 1 X I I I N N J I P .W T r HANSON BOX K I co I Li T I I S6 O - I 0 1 @ 36" A.F.F. S3 I 1 1 N I I I I I I o x / DRYER VENT +42" SLOPINGAdz I I 1 THRU WALL - _ 1 10 HALF WALL I I I I I O LE ap OPT. D ----- — — — — 9 11 I I ■ (} 1 — — — — — 12 --- N I 8 I z f i� EDGE OF SLAB 2" I I I I I TILE — 7— — — — — I 1 13 — W BEYOND WALLU_ I I _ ----- — — — — 1'-4" SH LF 5 6 14 L NOTE: FINISHED WALLS TQ BE FLUSH. -0" '-0" o A N �00 — — _ _ _ _ 2 5-- VERIFY IN FIELD. I 2868 -- G fo`s S3 = -- 16 —`i° — N T D S3 _ 0 _ o 4' 0' A. 3 0 2 8'-8" LAT LG. PATIO i I TILE 2'-0" o 1 16' 42" i 4'-0" 5'-8" T-4" T-112' 18'-9" 2'-0' o iv I 00 (3) 2X4 #2 SPF W/ o� LOW WALL OR �6+6, 3068 i ENTRY N 1 (3)16d TOENAILS 0? Z I SPINDLES PER SPEC. I 8'-8" FLAT CLG. @ BASE :alto HDR AT 7'-4" A.— ..... 7 ■ 1 I' 1 --------- C? - FA ILY RM 8' 8" FLAT CLG. CAFE . it .... 0 1 1 O ' I R/A I AH - NOTE: FINISHED WALLS I„ , -0 CARPET rTN 8'-8" FLAT CLG. oo _ I IL TO BE FLUSH. VERIFY IN LL 1 0 FIELD, TYP @ 2 STORY BOI i" CARPET CO D 1 r- — O FLEX J So 1 = S6 r I ■ 8'-8" FLAT CLG. 60 I j l D.W. I = 5- H 16" DEEP �N CARPET 1 I _ _— R 1 PANTRY o O N I ---- — — I - W fn _ I /'�� I t ti ) - CD (V _ — LO ILL? 1- O —1 - , uj r `° I N IO ■ 26'-321 _ _ 4,- , 12'41' I Q � AC PADAC PAD I co cn 'n " DE 16" DEEP I I 0 IO ILL I" to izff 1N - 24 —7--- 24 24 ------- ------ OPT. REF. F11 H.B. 25-SH A A J TYP @ 2 STORY S3 S6 22'-3" 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 11 114 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 7 114" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18•JX25i S.H. 13 20 X 38 j 18 4 X 371 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 714 S.H. 432 27 1 /4 X 26 26 X 25 4 S.H. 433 27 114 X 38 j N/A S.H. ' 34 27 j X 50 j N/A S.H. j 33 N/A 26 x 37 2 S.H. 434 N/A 26 x 50 S.H. j 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 � X 25 � S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 1 52 4 X 50 S.H. 35 54 X 63 52 j X 62 } 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 A 7.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +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 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) O Z th 0 z� Q a. V) U � cn a--� w (D 0 •U — w O C ~ 2 t /) ___3o 0 il0 m � }�� C) N M w E I— 8 N � M O .O N Qj C � L LL_ � to co �o Q rn Q o �— Al BD•,���� I � C r r r :, v 0 9CMz 6 Uw.,5LL �• .'• � �••' `�A` u- elY�:y`..F �' Ltd, e m: W of J o 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 Z o O •N ►> J) M Q U-) -gyp 'o V) : Q L_ U (y) � U CL 00 z� �� woo W oz �o Z.. fF U z OU O Z W w = UZ Z .2 0. ago O j�\) �� � m L �\/ oho zz ro N z z LL O a ' �3 L l LL_ 0 0ul U = ,,,_ L fu H 8- 0 Cl- <Y 1= U 00 N Z LL4 Q Z W��E Z W lfi a a�o �Z J r-I LJ J diQ Q LL V) Q z o WQ w~~ 01 r4 Z Z aN g o; m rj 4Z � z <Z rn 06 Z. � a (= SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 r----------------------------------------------- I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 9 114" 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 Wail Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2X4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20X38 18 X37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20X63 18jX624 S.H. 16 20 X 72 18 J X 714 S.N. 432 271/4X26 26X254 S.H. 433 27 1/4 X 38 � N/A S.H. 434 27 J x 50 j N/A S.H. '12 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.M. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 a X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 1 X 38 j 36 4 X 37 3/4 S.H. 24 37 a X 50 1 36 4 X 50 S.H. 25 371X63 364X621/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" (-A--')+29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 �D +28.3 / -36.4 OE +26.6 / -28.0 �F +26.6 / -32.2 GO N SHEET �H SEE SN SHEET SW140MPH 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 QNLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) — CD �C CDz O i� U) 0 LU E �V{ [i 0 r- m I` N M l it F— C c0 M O O0 M N _ (� =Eco 00 0 W C, 0 < rn u7 0 V' Q 0 CBD,C q B D® q •`° CO CJa �.F A Iu� � *� ✓. '� F t mLL i,; CLp q- t' Q� ¢ gin. H.., '. W Qi E S 0{ 'I"'Y ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A O O Z cV O N� 1,--1 a-J O (n M p M Lr V) oN Q LL F- a . ^ �UQ00 Q El z § o W J =o �o Za <i5 r~ Uzoa zwWX ��zz ir�W • a W 0 o MMV L 0 F Lu L- MW Wcr o � UU N O 5 Lu 5 L.L. O CZL Z L~ � � o z _ CV 9 7- rA ' o� ¢�o OF Ii ¢¢ IX: 0- U.2 �rj <0< A 1 ` w 2 J tw9QaQ Q 2b9C, Z W Lr)� t.11 ir� a w J --I 6 j Q 5- z ^ o z c� ,QYa wFl N Z ¢�z a k = N ¢ 0 o g z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 3.0 SHEET NO. 1.1 W a MIRROR m o o 6�,i LL=�:� L!L�� L_L�� OWNER'S BATH 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 BATH 2 KITCHEN THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING to conform to Edition (2017) section R311.7 Riser height: The maximum riser height shall be 7%4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than %$°. Nosings. The radius of the nosing shall be no greater that %s'. Solid riser nosings shall not be less than'/<" but not more than 1y4'. The greatest nosing projection shall not exceed the smallest by more than yz". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34"and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4"and not greater than 2" or provide equivalent graspavility in compliance with Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30"and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected withY2" gyp. INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" V E3 r 0d r , Lus LL & �:=8 OR 00 , _Lu 0 LU R.-2 rJ Z 0 g Z U-:) Z T--I g� -'. - t7UJ u 10 1" x 4" SMOOTH TEXTURED 12 TRIM / BAND 5� 6" FASCIA (TYP) T.O.P. HDR HGT. CV r- CID co F7 8'-0" RIDGE VENT 12 �5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS "i INEEMICI ICI ICI 1""I ICI 1"x12"SMOOTH 25 SH 12 25 SH 25 SH TEXTURED 2nd FIN. FLR. 5� � � FLASHING TRIM /BAND — — — — — — — — HEEL ------------------------ T.O.M. N F5 HDR HGT. DECO CORBEL 1" X 8" SIMULATED F 16 0? WOOD FINISH TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH F.FL, A-, 1 F5 12 5� 12' RIDGE VENT 12 5� F11 1'-2 1" 4 FRONT ELEVATION - Al T.O.P. ------------ — — — — --T--- ----- — ---- — ----- — ---- — ---- 4,RIDGE VENT _ HDR HGT. ------- -- ---------------------------------------------- r ----- ` r� — — — — 1'-011 N ti �IaD CID -- — 25 SH CJ ---------- 2nd FIN. FLR. --------------------------------------------- =i— - M --- — -----T.O.M. ------------------ CJ / WEEP _ HDR HGT. -------------------------------- lo ol 2'-0" TEXTURED co CEMENTICIOUS FINISH ON C.M.U. 25 SH (TYP•) ---------------------------------------------------------------------------------------- — — LEFT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE 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. M 0 -2 U) z Ln CD Q w O Lu T E o 0 04 U I_of U N Ce) rn M M ro -0 N O O = aj L lL 88 0 2 Q Y Q o> u7 O �I rn Q o B 1 D® N C B D C ��0 e .? ���°. �,� "o m . w 'J �S `' 4 Z LL 'f ea a �s E V . 4 To the best of the Engineer's know ; i� ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� O Nr-, r>—I U.)M O M j M It Q IL Q �M ce- U 00 a E N-01 W tD d' MJ oZ �o Z a F- Cn z Lu oQgo O [115 �=-,zz U8y 9-, R 01 2 J � a � 2 8 UFr© M IJ,J 80, i 00W _I w ZO ¢Z N LU 3 Z Q 43 0 0 O U _ z �¢ W ca Q o ._ o _..,._; 0 � -a o a .. or Z LH Q g0Zo Z 90 W� J Ln ri � �oZ o Z 8 L1J 2 Q2 N Q Z w~~ �LUZ Z CY v� m N Z W �o a � OC► g = w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 - - - - f:1ia���.i,,ii;u7u IIIt JAL . anti •uia.4-uii71.,.ii.: i��il a�`.- I 11tr � tI I ql I I I I 1-1,d i-. �,� T.O.P. — HDR HGT. _ -I W BO 2nd FIN. FLR. T.O.M. HDR HGT. 00 CO 12' RIDGE VENT 12 5� 8'-0" RIDGE VENT 12 �5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS REAR ELEVATION - Al RIGHT ELEVATION - Al e 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Z (h 0 Z� d C� z L/7) Ur 4- w Q C) Of ---Io t/) m 0 U W f— a) M C fCi cM _o N O 0, co { 7 Q tm rn ¢ o N C B D C ..�...w.>s . A ® it 411", ,�.Z ...... N �" i `acV'i �l,P r' N r Z= o t 61H hu an�� 1 iHl - F LL 5 •C �{p ?7 Jl� ESS �. 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. >f O zC) O N n � U)ro M z Q U-) 1`0 Lr) a cn •� �t- 0 z Fa-- vL C)- U 0_ 0o E� a � < Z 3 W J � d' J zZ u za 2 ~ `�//�� VJ z w z 6 0 O 0000 ZWW, �nzz �SzWQ > a 00"o LU o M w Lu z Z O w N UJ Icy- o H v) Lr) o z W U = Q � Q o ¢la-o z CC zw N aoa ZaJ w z3 �qW¢a z w Z aS�o < 0, �z J rl W LIU X tq- oz8 N Q z sg8 Z Z bj-Cy;� N Z coLU O `6 g 1. z LU rl d (n SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION N0. 10 O SHEET NO. 3.2 2" 1„ iv N 2" iu 00 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN ^ REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 1'-10" °,N ^ N 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS 4 1-54 1/2" RADIUS 1" 4" VARIESIv VARIES = Cl) = r 'v Ala CAP c.l Eo 1" 1" 0 N 21" 2 12" VARIES VARIES TIN All. 1 1/2" RADIUS f ' 411 rHv J4" _ ,- 4„ 42, Mla N r� �00 TIN 3„ - _ ,nla r%Nv � to VARIES 12 ,,, ,,, 2 2 TM 32 11" 3z 1„ 2 1/2" RADIUS BASE T CO • CO n' BASE • yam. TN 12, *NOTE: VARIES $ 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES EDGE OF OPENING a 2 d' 6 V-6" 1'-4" T 1 , 24, • ' 0 , iV 1-1/2" THICK NE 1-1/2" THICK 1 TiYi 21„ 4 'Id d. � 10"-r - r IN Ala M 2 N 2„ 4„ 3„ 6" 2„ 2so „ W W_ 1-1/2" THICK 32° ,,' 24 T TM �-- 52 1'-5" 52 -IN 4 51" 4 1, 4„ 3„ N b zo - �M VARIES VARIES 2 W Q M I i • VARIES VARIES 4" 8" iv ; N 00 c `° 211 1 „ 32' 3., �t �a �, �� Q� KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING - 00 YSTONE F11 OPTIONAL 4" 3 4 [KE " WINDOW OPENING 4" 4' NOINSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" (V (V - 2 VARI 2" 00 - NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-$" 4" 3'-0" 4" 14 1 _64' 14 0 GO N 12 53,, 4 1'-11 53 2 a 7 1' 4" N CV 1„ 1„ o - fV 00o' �Mr sr', • 70, 2 �N GENERAL NOTES: v � � • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CDzM — o (0 Z a t1') C9 v:) w M M �U — w ~ V) o 0 s~1 V D MM � M F— E — cg Lu .-`o M 0 No _ Jr- U-00 V v � Q m o M Q o A 1 B D® N C H D C O � � N au � CEO o o Z Z o /Iy� �` o LL N ii411C M '� LU- >=LLo W LU a V Q .- w k Z0�U)m� � z Of — N :¢ - g p no o m m ZII/I Oi ..�. IWL a�QNE Q rL -'In W N M 0 OI-- U G> To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i Z N 0 H � M O z M 0 a Ln Q •,_ �t- a cn H3-LLu) Q U Q '-' 000 Q t0 Z WJ C:11 d- 0z EO LU� LU za z � f F w G 9! a Vz00 ooW z l z ::)zz ya L-u LU a awa, o • W ��- O F w OO i W 0oW Q o 0 zz N 2 5 H L0 Q U =Lu �a fu LU 8 2- O z J 5 X 4 YP w U LU U1ma n. T� Zaoa wawzQ c�a4 Z $ado W �i a o J r-I L1 J Q L1J Z ~o z oU0 2 w~ z N Z CY� a Z N Z W �o a � _ w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 O SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finishedfloor 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 ?'4 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 EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER NMI ELECTRIC PANEL i 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 (91�) (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER #14 copperto lights & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp ckts 01 #10-2 copper to WH 00 #10-3 copper to Dryer METER MO2/0 or 4/0 SER Alu 200 amp 150 amp 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250,50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH DI III mr-0 ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=V-0" (D zo z� Q J U) z W W N w O T E 0 m / ` v � M W t= $ M C (d eM O o N v NNU1 S .0, fl o L Y Q tT LC) p a ¢ :' O BD® v 22 C N co to ZF, N � Z o vrn goo � c aitio z o Z W yMrnZ F lL O C7 l.L N IW Q - � lJ.l I.L LU�<��s io„a �s z o0 ..Z N�EC. ZNM�B USv o E r O m m ¢� W a NaMr J o C> O v ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1< 0 0 Z fV O r� >��o Q '(p a tn•L� � LL d ^ oC U Q Q 0o E fu Z J W � d' J o€€Z Zaa f a N 7 z u a z a- UZ,o ^ L.L ZWwtY t—"Z Q S�w ZZ •"0 J V o F- uj L W W Z Zp > N 1-- 2:Z c) Z g w vai 3 Ln J W Z 0 O U = O Lu o- ' _ zv QQ X U M, -1.� Tt' (V ^ Q C a oaoa w ag Z ;;¢ 0 < C < 3 o-Pgo Z 2a2Ea Z LU Ln w < 0 J LU Q UJI Z oZQ Via~ N *k N Z co GZ LUa z O o J Lu a cn SCALE : AS NOTED DATE : 4/5/2018 TECH: MJAMES VERSION NO. 3.0 SHEET NO. 4.0 t1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished' floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 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 FVvF HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE. O EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0 THERMOSTAT PM ELECTRIC METER owl ELECTRIC PANEL _�I DISCONNECT SWITCH 1<Z;1% SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL #14 copper to lights& outlets NE MAMP A 1 2100H1 #12 copper to 20 amp ckts #10-2 copperto WH # 10-3 copper to Dryer MAIN 2/0 or 4/0 SER Alu 200 amp 150 amp ===IF Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. i I l L— — — — — — — — — — — — — — — — _.. — _ — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i I I I I I I I I 1 I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %'=V-0" C9 M ® o r CD ^V) W va w �V — 0 W ME ~ � C/i o 0 V L J r Ep ® 0M Cl) C N M m a M N O U N O LL Q0 c<a AlI BD® N C�6 D C �. O N_ � N ao _ 8 U Z 1_ . P1. C �• [ZN � � 4L J ii (n LU Z 0-s'm$¢ ocr- 0 LL W ;a �a C,4 0 W Q0)M N Q M L ca ❑ ❑ 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 (V 0 N n I> M O M (j) Lr) Q Lo �0 LL CL M U Q C � Z W oz W� Za �a F Z W<�� Z O J ZWW� zz �.o� Qair�o 00 V co M VN o� z Z > N Qo XZ °C w z J 4 Ln LU Z 0 V = O �¢ fo 0 0 I- Z ILL. U `N Z JH I _ Q a a za�� A ` W Z J Ur uj ¢ 4 Q. Z o�_uZ� W� E W r�-1 Lti W 0 W au� J ri L11 Q Z npzo Sao N Z m Q � z ¢Z O uj rn T-q a to SCALE : AS NOTED DATE : 4/5/2018 TECH: MJAM ES VERSION NO. 3.0 SHEET NO. 4.1 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SQ. FT. SQ. IN. of by Upper SQ, IN. of of vented IN, of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1 `-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH* ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. �r �� (h o 'Q E3 z V) QD � w t'6 W s i� t� V W F— ® 8 N cNM G (d co m a M o .o 0 rLL00 co f?� 0 d rn to V rn aC o Al® § n =v J 1 � caR".,�' LU cam' iu O`. z 5 i4.i ❑❑ 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 (V 0 ate.+ z amrUO —+—+ M O M V' fp Ln 5:7 tn 0 h Ul Q CL LL � V Q� Z E ro ~ W J o J 0Z W� za g 4 F w¢UZ8�� OpaO zww< � ZZ O�WO 0M0 04 L O 2 ZO ` W N z Z GL}ZOR a .0 z o z ° ;� �� _ ra o va o a LL_ Quo J 0 XO� O AN Z a O J w� Z4 Q C9 Q Q Z 2b90 W t--I Ln z a Q a 0 o J --I LL a Li.i z LnQzu o¢~ N k N Z � ?z o m a Z O 06 � = g .--I a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO- 10 SHEET NO. 5.0 V-8" 1, 5-58d, 6'-63 t 6d 0 . A TYP @ 1 S3 STORY 56-58'-0" 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. J TYP @2 S6 STORY 6 4' T-O" H.B. 2-0" 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 Z J W CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ......................... ............. ............. I <° -------- --{--- ---- —I-- }—T7 --- ------------- •r''� o } } I O O (2) #5 REBAR I . • ' .� FND. FOR QUANTITY O I VERTICALS w/ in •r: 01_01d I ; I i : ; I : FILLED CELL I #5 X 25" X 25" CORNER BAR ONE FOR EA. ■. I. 15'-74' 6'-32' HORIZ. REBAR, TYP. M� I ., .. U.N.O. i 21'-22' •: • •-• • • •r •.•.' ..•.' ,.' :�.• ••• '. "'"Alternate: I 1 I 2 STORY The reinf. bars shall be m^ K I • �r,; ��. fir,; • cunt. around corner by cold bending the bar w/ min. "0 I 15-64' 4'-54" 00 I I bar lap of 25". G I' o r I — CJ ; ; o — CJ o :: S3 ( �N CJ CO rn TYP. CORNER BAR DTL. Cq TYP @ 1 col? I SCALE: 1 1/2"=V-0, STORY 0? A } I W -3 1/2" SLOPE? S3 INDICATES FILLED CELL w/ 3000 PSI U? j } co : I I • . CONC. GROUT FROM FT. TO BEAM W/ " I } j (1) #5 REBAR VERT ABOVE SLAB TYP 1 { I @ ALL PLACES SHOWN HOOKED FTG. { I I - I DOWELS 5" EMBED W/ 25" EXT. I } ; ; OPT. DI I :: �• I ABOVE SLAB "GRADE 40 STEEL" I 00 2STORY G o I CC (2) #5 REBAR M G S3 VERTICALS w/ in o • FILLED CELL — S3 I f J ■ �. - - 1 -I ......-...... - - ....-1 . — — — I 2'-6" x 2'-6" x 1'-0" I PROVIDE Yz" x 9" 2'-6" x 2'-6" x V-0" RECESS FOR I DOOR W/ (3) #5's E.W. L 1 27'-24" I W/ (3}�#� E.W. 19'-21 I 2'-0" 2'-0(TYP. OF 2) - o IS3 I SLOPE L F__ 00 `r' I 3 1/2" I 10'-42' 2'-34' L.3' 4„ I 9'-9$" S3 PROVIDE 1 Y" RECESS 0'-0" I KITCHE TOP OF CONC./ PAVER TO BE 4" : ■ -31/2 FOR SGD. REFER TO ISLAND LOW BELOW FIN. FLR. — — — MASON'S SLOPE FOR WALLS j57- - - — — — _ _ _ _ _ _ _ _ _ (, , ■ iv I I� STEPS AS ■ ; I WIDTH I I � 1 CHASE TO L , � _ ; __ � STUB UP TO — � T ; ■ REQUIRED PER ; I I I I III I ISLAND T 2ND FLOOR FIELD o — - _ : — ; . • FOR A/C CONDITIONS : I I I I 13 ' — : CJ CJ 1 I1 IZ ' CJ CJ 4'-0" — I 1 -9 1 M --I — (.o I 1 11 II I D.W. II :. ........ �1�: ■ HVAC CHASE 1 I II cF 0'-01, ' BASED ON 3-1/2" MIN 3000 PSI CONC. SLAB FOR L� _ I i2 LOCATION 1 HERNANDO COUNTY ONLY ih ( 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 - • • : : r <V MIL VISQUEEN VAPOR BARRIER �� ; ; I Cl) HVAC CHASE in BASED ON v I LOCATION --- --I---- -- -----------� 0 0 NJ H.B., A TYP @ 1 S3 STORY 4'-11" _ 2'-22" _ 2'-52d. 4,_6" 4,_8„ 2'-6" x 2'-6" x 1'-0" J TYP @ 2 W/ (3) #5's E.W. S6 STORY 3'-10" 4'-5" 4'-8" 6'-0" 29'-0" 1-STORY 2-STORY FOOTING F®®_Td$lG�d, 2'-0" 1 FOUNDATION PLAN, C9 'r z_M 0 2 z Q J z cn�' C9 w ru Q •u — w O 'm o 0 ` Co t04 U W �- N M M C (O CO O o N = pj — o t LL M rn II1 ICI �I 03 ca CL p fI';II <C rn rn ¢ o A 1� N C B D. 'T IIL..YYY .z'-'n • Z Z tf! 'e.� �:' :;� co o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only forthe structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z 0 � � (n M O re) Q (!) f0 Ln in Q L z Q \� 3— 0_00 � Q z� Z E W J d' 0z �o L zaa z� �F z w¢�� U480 gUjL� J CL 4SlQz� K f J om 00 O � ry1 V0 ¢ o , z yz in fz z 4 z i Z D ' ^ L l � F O O z J z gmg U 2 p fo z o 0 a O aY� x�cg U � m o�o � w`�` z� Q 8 Z Z a 2 LU J Lr) r--I L1J 2 � a, � u- o go N ¢ z Z = �z m N 00 _ z O g rn ,—+ a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO' 10 0 SHEET NO. 6.0 l ro J TYP @ 2 STORY S6 FTF7 FTF1 04 LL . Ll } J a CV 5 D2 ----------- ------ -- — ----- 14 ---- ------ { 15 -----_ 116 -- FT8G CY LID ILL. Ll- H I— LL- LL Ll- ... ......... FTF1 .... J TYP @ 2 STORY A S6 LI 3 L L UPLIFT CONNECTION CROSS-REFERENCE 3/30/18 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 1 455 320 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 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 1 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-112 J HTT5 4350 3740 5/8"ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. l(28)10dx1-112 K HD3B * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L B * 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 ** 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 1 1195 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-11 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 H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ i 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 CARRIER—J —(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. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER //FF-FLOOR NAILS @ EA. TRUS TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END SEE PLAN TRUSS BRG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. 4 SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0" MAIN FRAMING PLAN SCALE: Y4"=1'-0" �rSim Z 0 Z _Q M U) z Vn), 4 -J w %6 p O w Iz (� ~ 0 5 0 m n al w 1— —c� 0M M C f6 ih c co Ooo S UU) L LL m Saca o Y Q u7 V O A ® B D. N C B D ,> •• � � I,-.. `�" F, � �� — UMtt�1 co CSC IWO t e= V_ A W 'Z barn na< UZ �.i_� : O U V �— ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O ZN O r� I-.4 O � M 00 z M Q "v Lli V) ON QQ) U- Z C)� U Q 0�0 Q C 3 Z W 1-0 J oZ zaa 2-7w UZOO Q , j Z w w K t�Zz CL 0 LU 0 ��o B��o 00 Z L M 00 C G UWI >- O > N Q U U 2:z LL- 3 4D -0 1 ) / cc O 0 � o a v0 = LL W >� Ou N H 0 �U- J O O C��� Qo U, X O V a m g wzza c�aQ a gLu C� Z W Lli a u. 0 ¢ o J ri LLl Q LL1 Z F $~~ N Cn Z I R �i 0o N Z w 0 00 = w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. 7.0 I; L I - - !t Iia ll� G TYP. CJ1A CJ3A CJ5A CJ5A CJ3A CJ1A 2 to C0 -OQ Q Q TYP. U U U 1P h� it i it i co 1a U U U 2 X UPLIFT CONNECTION CROSS-REFERENCE 3/30/18 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 18 - 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% 8-10d H HTT4 3610 3105 518"ANCH.11810dx1-112 HTT4 2715 5/8"ANCH.12010dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-112" HTT5 3225 5/8" ANCH.1(28)10dxl-1/2 K HD313 * 1 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5l8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-112" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-112" T MTS20 1000 860 14 - 1Od 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 1 12-10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER * REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'� *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1 t-0" I 0!�2 z_M 0 z Q z V^)'' (D 4— w Ow (a, 53 Cn � o 0 U W IE N M C7 M M O o N Z Qj t IL 00 6 Ca o.o Y Q rn 2 0 rn Q ,o AlI B D® N _C a D C .` m o o. 4 laf j5; Uom 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 OfV z 0 ate-+ M O a4-. 0L0 a cn•�d' z CL .-. (d Q 00 Q u z 3iU c0 z WJ C:1 J oZ z g z w ¢ �a a. UZOa Q J ZLuw� z LU f J a�8-o �8-0 W z L o L M 0`/ C C oZ Z z > o N Q aZ Ir g z 1 LLLn �3 -0 O -0 O a a = (� J LL g o� I- a C)0 0 0' COY N z�� A w J uj Q ~ 8 z z wuo au- w a�p05 J Lr) LU Q 111 z oZo �ao N z =�Z co06 g = 9 ,-a a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. it. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load —\ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOLID U 5 BAR CONT. O 8F12-1 B/1T Y' LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i J � W 8F16— B/1T H J 22 Lo o tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS ci—i precasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 BARE AT TOP ALTERNATE POWERS IN. (1) REQ'D 4 4112 STEEL LINTEL CLEAR O ° d d ° .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D Q 1-1/2" CLEAR ° ° d d ° ° GROUT d 8 REBAR AT U) = — � ° 0 BOTTOM OF OR a vim) = F - w O 6 LINTEL CAVITY w to —BOTTOM UJ o = d O Z REINFORCING a LL 7-5/8"ACTUAL PROVIDED IN 6 Z — w u, p 40MINAL WIDTH LINTEL ¢ _' Ci 3 N Lu (VARIES) U) � ¢ a `n 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) � D 4 C.M.U. D 4 D #5 REBAR Q Q AS INDICA o o 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-6" LL L MIN. O 7'-4" LL L LINTEL PLAN SCALE: %4"=1'-0" diffiffib lull 0 r Z M 0 — o Z <i w U) v cry W w O os 120 �E o 0 /~�♦♦ C) W i..— Ep — U a) M co C M N -'aco O O Qj U uJ L LL 00 Q Y t` a o i Q rn in LA g v rn o A 1 D. N,C*B*D�C �*� g VA - co 5E yci z ,.Qm " U' Cc o Cam. LL LU V f 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. Z� 0 '^ Q LI)'M Ln a � .L Q 0) LA Q �\ Q V fl- 0000 Z�LLE`� W r W J� 0z Z Qa F ¢ Y F. UZOo ZnLu U Z Q U, n �j z ce 2:J a O 8 1.- L O w L W M 00 >< z z QO f z Z C V)3: Lr) O � Q J 0 Z = � �f LLJ O�z JCL x .i�8 N _! a zWo:J LUaz¢ a d- ¢� o0 LLI o� Z oo�� w�w0 Z W L0 W LUCK < J ri LLI LnQzo N Q Z �UZ Q� Z a m � Z Z O 06 _ ,--i a U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 8.0 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 BECREATED BEEN C EA ED 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 GLASSIS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1. 2. 1, ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF 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 GUAR RAILS TEM'S ARE TO 8E DESIGNED TO WITHSTAND A R L G D YS 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, f'y = 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-1-P CONCRETE NOT EXPOSED: 1 V, GROUT FILLED MASONRY: Y4„ 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 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL COMPONENT AND CLADDING // SF -END ZONE) WORST CASE ACI- MCP 2011 STANDARDS. ( ) (10 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 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 Pm = 1,500 PSI CONSTRUCTION GARAGE DOORS (V - 140 MPH) TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +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, U.N.O. 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 EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD ISBE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 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 SHOP DRAWINGS THE NGINEE OF SUBMIAND MANUFACTURERDESIGN, "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF FABRICATE INACCOO WITHTHE"D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 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 718" 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 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ 1 �� �� 1 �� 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: ASTMA500,GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METALREALACCESSORIES SHALL CONFORM A525-8KsiWITHG90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITHASO GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. COATING 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". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED LFASTENERSANDTIE 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'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN 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 = 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including9 all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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 - C7ncrete overpov( and mortar along the foundation perimeter must be removed be ore exterior sol 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. CD z M -o z� <>7 a c��./t)'� CO w is p .V -f n If 0 LL' D_ 10 E V)� o 0 V W E r- S /U M N M o .o N �i LL 00 cn (a,C:,�o Q rn LO0 rn Q. <,o AlI B D® N C B D G (e r4., • ,�: 7) "'V/ &I f�t` E o L- - Z A N q, 2 J "� "W - a> n Toc n � z �� .p O N �+ ro LLS'A N - \ 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 C4 0 N I, r> U.) c) M Q (n(0Ln a cn •,_ � Lr) zz Q LL � U CL OC) a § E Z � W J � d- oz o z<a f¢ w¢Ix Uzop ZWLU �Z)zz T ���w V' boo �� 00 (/� Fw o L-00w o� z o N Oz f z N Ln Q -a OC z U = fu F- U a oLu goo i- LU o E ce U4z< 0d LU Q o PS�o Z z Lu 0 J �{ Uj Q Ll1 Z F o uj ;a �~ o N z D ji F cV Z LU z < o o g w __1 SCALE : AS NOTED DATE : 4/5/2018 TECH: MJAMES VERSION NO. 10 0 SHEET NO. SIN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE UP, w__1 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (uk)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + z+ ++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" 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 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of faller blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION 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 consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O O — N • 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 FILL CELL STD. 900 HOOK BOND BEAM 11 a STD. 90° CONT. #5 CONT. #5 > BAR HOOK BAR OC�C �7� #5 CONT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" ) gap max. � 4 max. Q Clinch nails when possible Tight fit a I� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI6000s® BCI6500s(v 9-1/2" 11-7/8" 2-86 2-8d 2-8d 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCl60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 516d 5-16d 16" 616d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 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.* When joists meet over wall, provide �1 3/4" minimum bearing for each. QY/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist, blocking panel *Non -stacking walls Odnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch or drill flanges A 1)/2" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. & FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. SIMPSC w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) ' NAILS 1 ;TRUSS OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. -,-,,.Install tight to top flange. Joist hanger \ - Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR •• ° . • e . FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN d yr d d.Q i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. T/2--_ LOCATION OF SECOND H10A SIMPSON H10A(WHEN w/ (18)10d x 11REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ,4- a a 11=lI . �T11 TI�T� 12" BELOW GRADE PLUMBING LINE i—PVC OR SCH40 SLEEVE — .4 C 9 •. 4 . II I I,,�.1 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x CENETERED @ PIPE PENETRATION Q d . IPVC OR SCH40 SLEEVE r- PLUMBING LINE �4 L n ---.- .� • dd d Z \ • a • CO d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 4 4 C' .d d . °' ° da G _ 'd` 1=1 11=T— a I� SEE FND. PLN. SIZE & REINF. zo Z <t a Q) 11 U, o 0 '� E /C�n 0 0 CO 1✓ E 3 a M � La 11 M N O U O 0 u 00 Cco o 0 co Q En �a"r a)Q o A 1 N C B D C 4��> \�o N�� Y' p�U)-z 19- C. wa 0 mo 5� ( 4® moo, W "% um M +0 HR. W To the best of the Engineer's knowle ge, 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 CV O a) r-, I—+ :!=! O CD I> 4 CD M Q - Q LL cl� V a OC) O Q Z o~ W J O s Za a2: Xg w Q Co:Y a VZU0 ZU,LUQ O Z t � � J CLUoo a 00 Cn ~o L- 00 Lu z o f-- z Z LL O a z L.n Q O :D�¢ z V = ro CL C-)0ORo =LL, Lu� >� f- ? O X�c� Zao1 N ^14-IaQa Q 1 p0 Z Wa�E Z a a-o�Z Q z Era w Z N 0) Z tu a U1 N Z Z a Z 0 00 = SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 ..ir-I.:l FT 77F-llllr I .I a�i,4f,1 zA leu.61ti Yi is t.I�A��i5 .J; U: FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Z NP') VARIES INSULATION LE 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. �f�ll�-ICI-II _ D PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. III 111-I HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 r- WWF OR FIBERMESH I-III-III=III o TTI=TIL TfM= ;- //­�TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR �- EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOH 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL--,, U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE ")C @ w/ (2) 16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH - GARAGE W/A HABITABLE ROOM 5 „ " (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE TOP PLATE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ �- (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4'. SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS 5/8-x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ItN O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH z 31 /2" MIN. ELEV. -11/2" ' A.F.F. O =_ `L ° _III=II-I131/2"(min.)-4" N 00 p III �I 31/2"(min.)-4" 111-1 __Ilr I I II i- I I II1=1II= III�I I (2) #5 CONT. ' `T 4" V 8.1 U.N.O. MIN. TYPICAL BEARING WALL a" STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. •-I ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH �31/2" MIN. I D ° ° It21/2"(min.)-4„ 3-4"�11 _ ° 4111 (2) #5 CONT. I4,1 ' ��m�l' g U.N.O. MIN. TYPICAL BEARING WALL a" STEPrcC SCALE:3/4"=V-0" S3 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS l 1"x P.T. STUD IhISULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° 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 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @ 2 x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X P.T. PLATE #5 REINFORCING FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED C�I PER MANUF. #3 OR #4 REINFORCING BAR -� - D . D GRADE 40 MIN. Fy= 40ksi I IN GRADE N p z #3 & #4 LAP SPLICE _ GRADE 60 MIN. F - 60ks1 z D D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [ y ] rm °O 6 MIL VAPOR BARRIER ,- I I e. ° I I1 I I III I III I �_ #5 REINFORCING BAR R 1 7/8" I -III -III -III -I -I I I _ _ N z T III=1 1=1 1=1I -I I1=1 1= ? I Ii- t. II -II(- r � #5 LAP SPLICE �I I I -I I-1 a III=III=III=1 11=111=III Z\I _ D °' _ I� FT -Al I� _ 36"MIN. LAP [36' MIN. LAP] �7 7-�-z�rsr 1 11 9 % MODIFIE(D PROCTOR ASTOM I �I I 1-11 11-111=1I= I I-III=111 1-1-1-1 I-1 1=1 1=1 1=1 D1557) 1 III-III=1 =1 I =1 =1 =1 I- 4 14 MUNICIPALITY. CURB DUE TO SLOPELLI CONCRETE SLAB WWF OR _a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. co 6 x 6 W1.4 x W1.4 p 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR min.) 4" BARRIER p 4 • • I - C2 a COMP. SOIL. �( ° (COMPACTED TO 95% MODIFIED PROCTOR Tf f I 1 1=TT1==1 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z C9 T SEE A/S3 OR J/S6 I I I I I FLL945. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. SCALE: 3/4"=V-0" "v GRADE v -Tyr-TiT-T 1Tr-TT _ (1) #5 REBAR w/ OPT. M="Tf=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 M � I - � - •� 1-III-1 � :. " � '♦ �a' �TSL a.♦ . - ' BLOCK WALL BEYOND O.H.D. RECESS ♦. I U-1. I' TF co iTz SEE A/S3 OR J/S6 -- -I LIF, I y LI I-11 I I L[- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD, 2 1/2" FROM SLAB 0101. a J CONT. BEAD SEALAI INTERIOR 31 /2" N CONCRETE NAILS W 1 1/2' co EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB aQ E co 6 MIL VAPOR BARRIER 4�4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 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 CL D III=111-II m 6 D . I -I I- I g1TW I I L • W _1 1 U)f- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH r °, �. D I I I --ref . I I I-III-I11-T i- (2) #5 CONT. ' -11 11 11, , , 1 [;�I I I ON 3" CHAIRS (TYP.) 8" 11 A1, 8,1 10.1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD c♦, FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO IN a SEE PLAN FOR A&LAYOUT DESIGN Cl) a TOP OF BEAM MV SEE ROOF PLAN _ - _° p' FOR STRUCTURAL -r = ITS, ; ,111 111T1 I III . BEAM SIZE & 2X4p.T. CONNECTION INFO co - J' PLATE T - Ins" S.B. I 2x4 #2 SYP P.T. FRAMING w/ -I I , ,III I II I I, ,� , I' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �'- I 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. N g SCHEDULE OPTION #1 LU SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. w SEE FLOOR PLAN FOR o w STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M & BASE CONNECTION INFO. S3 SCALE:3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C' ATTACHMENTS I EXTEND FILL CELLS TO FOUNDATION PAD -E -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Q ' ON FLOOR PLAN SIZE VARIES PER PLAN 170 CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z RAD a41 E M FILLED SOLID (SEE PLAN FOR T 6 x 6 W1.4 x W1.4 r SIZE AND REINFORCEMENT) U' z =- d -III-I-I • I-1 1-I 1-_1 WWF OR FIBERMESH 1 11 BRICK PAVERS or SLAB PER / COMMUNITY SPECS O w 00 = U- - - -= • • - I- - - w == z �• _- -_-_ - z_ a ° - - - I- - 0-0 FIN. FLR.r& TION TAPER 11-ILl-III_ 1 I -III -III 11=1 I I -III-=- LU FOOTING :11 1I1=1I1=1I1 -II1=III III=1I1=1II- I I-III=III-I 11=111 „11=111-11 I- BEYOND PAD REINFORCEMENT I -I 11=1 I 1=i i -' (SEE SCHEDULE) 3" MIN, CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ zM 0 J a +-� W ♦U - 0 W T E o0 V W F-- pE - U uin N cNM r- t6 M N "O M O O 0' = - LL 00 Cn Y r` Qo 0 ¢ rn Lo 8-7 rn < d A 1 Ca.B DI* N. C E F' N♦ �� o rn I� P,♦. W LL 1�}r°deP •. ..+1 F To the best of the Engineer's kn , ,nformation, 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 � O2N 0O P-4 M M a U-)z F-fl. V fl.00 o0 E \J Z CD W J C) 0 za 17 z o u Q z L �EHZ F- Q 0 u-0 �Fo 00 MM W J Zo xz z .02 1 06 g Ln Tot T� 0 z O U V = / � �¢ fo a Q 0 Lu 0� ::D uj v o! .` N O of A z J Z o J ri W LWC G U N Q Zuu *k Q1 N Z z a �o CC)00 O g = < Lu Lu rn ,--i a cn SCALE . AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 3n0 SHEET NO. S3 1.. L! I I1IT1- 11 1 1 1.11 I..i,i: III&I.J1: ILL.ASLi..,1 31A r.T01, I 1 11 1 1 1 111 i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION f 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED EVENLY PLATE —� i — J 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 �TYp) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 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 as a 8 STD. 90 HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Al J J T r U-1 O 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 SCALE: N.T.S. a d o BOTTOM OFaMOUNTING 8) POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENING DOOR OPENING LIFJ EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —CL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LB'LOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END d ° a WALL a ° d DOOR STOP cS a d MOLDING vz a 4 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE EQUAL @ 12" O.C. SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER \ 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d I/ 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 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . <,q* SPLICE STAGGERED lklly J oc G 10d @ 8" O/C OAST„ . STAGGERED FROM BOT. _/ "`� ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4)16d TOENAILS TO TbP PLATE a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL �J TYPICAL GARAGE DOOR BUCK KK 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 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V- 4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFF �N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: S4 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 FNI�Ci ** 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. 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) 000 • HTT4 w/ (18)10d NAILS (3610# SPF) ° o HTT5 w/ (26)10d NAILS (4670# SPF) a ° • DTT2Z wl (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2,5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HOW 1-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 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl 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 Q SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL P.T. ATE `-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL d SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSON-J-BOLTS SP4 10d NAILS @ 6" STAGGERED @ 24" O.C. MAX 2X P.T. PLATE ROOF TRUSS ABOVE !— 2X BLOCKING i C a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C SIMPSON (MIN. (2) PER BOTTOM PLATE) C SP4 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW TS @ 24" O.C. MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. (9 v zC> 0 zCN z Q a z V) C +—� LL, C'a p �V — LL, E V)ZD o Co n l4 !~� V _ f— S N M 0) co O ot" /S I V 0 �LLo = r QM U a A B 1 D•10.0 N C B D C T7 co ..FqLW A° C LLB- ,uQ�tn: afiw- ; n° E " P LL4°� r To the best of the Engineer's 'p gdAl o ation, and belief, the structural plans and spy i� fic`ations 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 ('4 O a� n 1-4 -W O f> V) ro M Q � f0 Ln °- Ln • L � Ln L I-- 4Z ^ � V a00 a ,..� § Z � WJ C:) d' oZ z a z� <a w¢Ya oo-o zwwQ�Q = � Z Z o�pw S w O HF 00 o L M HIV on z z Yo az z z Ln O �a U = �� w o 00 r, ¢r' Z5 N LJJ Z¢O� a3 t�a10 Q z �I:E 2:11 oogaCg w�wp z W LPG Q z o~~ w Z N � Z c cl a z coo N Qz w <o az � J = a V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED Wi (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 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 "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'4' O/C. 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 H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" OJC 11-6 THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) `� O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odxl 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" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) IL1 1Od NAILS & (4) 1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES x OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL -SEE 4" MAX. 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 TOELENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. ENDGABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OFATTACHED I -NA) w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP &O.C. @ 6" O.C. EDGES AND 12" FIELD (2)16d NAILS 2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS2x4 "T" ON TOP OF PANEL 48" BLOCKING, FASTEN WITH M 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 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. �S5 SIMPSON H10Aw/ (18) BACKNAIL W/ (2)16d NAILS 1Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL---,,,.OUTLOOKER @ 24" 0/C ON SHEET S5 FOR f N r x NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING INFORMATION 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ ill 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 co APPROX. 8" FROM SHEATHING TYP. L L RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 1 1 2 • EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & 2 TOE () 10d LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7J16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED - 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d D = 0.148", L = 3") OR EQUAL D = 0.207", L ( ( - 4112") OR EQUAL " (D = 0.207 , L = 41/2') OR EQUAL END TYP. TOP & JACK TRUSS (4)1/4"x1 1/2" SIDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION TO BLOCKING & 4 () MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS _ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON — LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 SECTION g 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1INIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1Odx3" O/C @ 2"x4' TOENAIL-)6" O/C RUN W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T,S. S5 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 ,11 e ° a ..II I_ ° II'.` 11 J- \, . 1f . ° . II 1'. li . .II , ` ." °II ° °, II..` ` .° II 11a CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w CL BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAILS 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/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. dLU ---- 0 o � 0 v Lz o w m o o ' 0 d w o � o r o o wU'i ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON — LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS__ ^ --IiVIV I. DC1IRIN11 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 11 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d 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 CD N) o _ CO ©C n- z 0 cn (D 4- w � p w 0 ~ 0 (/) o 0 C� w E N M c' m m :Do U � o LL C' 0 Q Q o B D. *ilt m a;y R:.•y:-��,� ua Vie.. �„� �Z.Jr�°� .S f1 J 1& U 'D U?" ul �.. .W o�6 ,N`:, Em9\ 6 m U0yLLi To the best of the EnginWls knowledge,µir&jV n, and belief, the structural plans and'sfie€tii(patigns contained within these drawings comply with the N17 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 1� E> U-) M Q 07 L) a � Ha)LL Q � U Ci a �0 E Z WJ 00 0z �o w� za I— < Lu UZOp Z U Z Q Z �2a2:p,j d O Suj�o M w Z Z Yo N J 2 Z n3 �F ' ^ 1..1 , W Q z Q = !rt V adf _� Z_ o� o W' vO r C U0 m� u— �M Wolgza a 0 Z � Z WaLo w E 0 J T-I LJJ Q Z mozU �az Z N *k N Z L R z 0 00 g w = � LU z rn T-1 a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. S5 .-.1---TIFT7I.f: ,.101�. 1. J W1i14. mAlJ:; a�fi c1n�.is.j .0 ,:�.::�;.f r i- I II —1 1 - I� I - I. 1JJ:.i�l41, V.1i;_n�� Slu, AILij J (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 FOR UNDERLAYMENT REQUIREMENTS SEE R905. INSULATION-15/32" BAFFLE AF CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET 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 FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU o = W/ (4)16d TOENAILS TO TOP PLATE o a7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W! (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER F 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 U_ = 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 5 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM / / ETAL SEAT 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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY I- c _ I 1=1 11 I 1=1 i 6x6 w1.4xW1.4 I -I I -I 11-I 11- I I- WWF OR FIBERMESH 0 11 OR FELT PAPER FOR MOISTURE BARRIER e.A STD. 90 HOOK (SEE DETAIL) 8"W'X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT, FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ v 4"x4" INSPECTION PORT AT � 0- EACH FILL CELL TYPICAL Uj a U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE d FINISH GRADE n -o d a9 ° 0?° 11" , ill-J1- - _ ..T I I_ITI'_­ 4 M =�—I 11=`I�' STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4' — (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTIONri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLC BEAM/G 2ND FLOOR FRAME CONNECTION SEE J/S 6 FOR ADDITIONAL INFORMATION, SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1Od 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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 'IT" 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 e 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'4' OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/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. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSI< FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE:3/4"=V-0" S6 B.U.C. (8) 1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-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 V-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 Ih ° e.. 11I— ) I Ii II I I ICI I ICI I III i lI I I ITI�,.1— ' (3) #5 CONT. ON 3" 8' 1'-8" 11 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET' G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI i rl rxieTi^ki r%IA^MAR. 4 FT. 4 FT. 0 O O 2 5 FT. 4 FT. O O O 5 FT. 4 FT. O2 O 4 FT. 4 FT, O O 0 4 FT. ROOF NAILING ZONE DIAGRAM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F SHEATHING W = SOLID2x C BLOCKING @ ALL n C SHEATHING EDGES (SEE OPENING SECTION X-X aU C x ¢8 01 x E F- 2x STUDS W BEYOND. U) SEE PLAN a- O U) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) w J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD zZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) = NOTE: C. rn ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD O 2 w O= (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 i?F- } M �: O F SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ¢rOOw F- O � m - :3 PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO U. � STUD AND OR BLOCKING AT ALL EDGES. N w O O M w LL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" "S" = NAIL 318" SPACING /tS 3/4"1/2" S 1/2" S 1/2„ O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. Wl8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. 0 (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 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 2 8 NAILS 3" 0 C () d @ STAGGERED C WALL SHEATHING INSTALL. vFanraiaincaNr. S6 &NAILING SCHED. SECTION X-X gN� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2x CRIPPLES @ 2"x10" OR GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: 1Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS DOUBLE 2x • EXTERIOR HEADERS: CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS • OPENING LARGER THAN 4 FT: �A (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 0R O,o N� 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 W1.4xW1.4 WWF OR FIBERMESH C •• .a '.•d a.. d ° d. • a. M -III I I_I I I_I I " -I I I -I I I I t .•° A I III -III (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING IN 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 (3) 3) 1 (2) (3) 1 (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) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 0o FINISH GRADE 1-1 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V S6 IFMI Z M o _ Z z d U) z L^n' 0 �W w _cl 0 "' E Iv 53 I— 3 0 Pj J w E I— O N M co 1 M O C N U t 00 0 a <C0) Qo B D. w° Z ,a .� &M; , d�ll C a t3"0 Z E ",1 ca> ^, cc) Li Toth best of the EK knowI di$gg i ation, and belief, the structural planSfcS`�`(ys contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z o�N O r>-I U-) M O M Q () fU Ln N .O N Ln QL_ U H CL . r^ oC Ufu 0. 0o Q Z C:) W~ J 0 �R Lu zaa <a U Z80 ZDWQ,Q UZZ C70�iZ W U N w L M w O z z W aw fw Q z I W 0 z J Q J Lu v _ � z w'o� e 0 a ¢ lu-R9 XM: " u am o¢oa - -4 r Lj_ Z W J a �" �o�� 8�0 z Z Lu a W J Lfi ri W ,�5 a ,_ o8 LLI 57 O z U N Q z W,z = *k N z R z M06 J R ¢ 0 g _ W C1) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. S6 FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 12 STRINGER MUST MAKE F CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL , B '--2x6 SYP / \ 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "All SCALE: 1" = V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 10 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLUE 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN WALL SECTION VIEW "D11 SCALE: 1" = V-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" = 1'4" INGER GLUED ) NAILED 0 SECTION D-D 2x4 SPF NOSING GLUED AND SCALE. 1 = 1 -0 NAILED MATCH NOSING ON OTHER TREADS 314 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4' FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED FOR STRAP BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO (SIMPSON MTS12 w/ NAILED TO STRINGER FRAMING (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED--- 2x 2x DRAFT St DR FT ST P 2x4 PT NOTCHED INTO 4 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B FOR DRYWALL SPACING H H SECTION VIEW SCALE: 4" = 1'-0" ALIGN THIS STUD WITH FACE OF 2ND RISER 7I 1-___1 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER 'SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/T" X FOR STRAP TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND \ OF STAIR TO CONC. W/j" X \ NAILED TO STRINGER 2 a" TAPCONS @ MAX. 32" O.C. / SECTION VIEW 1113" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / C— STRAP C3LVl�YIIIVU FOR ST FOR RAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E11 E SECTION VIEW SCALE: J" = 1'-0" SCALE: 1" = 1'-0" -3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCK[ C—, NOTE: 2x8 DRYWALL STOP NOT SHOWN 1x4 GLUED AND NAILED TO STRINGER -2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 -- 2x4 PT UNDER 2x12 TOP OF STRINGER SECTION VIEW 11C11 SCALE: 1" = 1'-0" CONN.TO OF NEWEL PER CONT M FLOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 j 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. NEWEL POST SECTION VIEW "Gil BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: J' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW L POST LET INTO LOCK I DE 41NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R VARIES ECTION VIEW IIH11 SCALE: 1" = V-0" t� 0 Q V 0 QYULn w G9 .0 OIU r" ;_ (A0 C/i LJ LU gv. E — p S M M QUcM9 O C N N aN Ir t 00 D CO o CD CD 0 ¢ o A B I D® N G a D C �n b5j p, '�` 1 � cD • W o _ MpN � t Lf� y����a"�•C` 84 Z.00 v V _ a - Uj _ N (4 1• E m °/ m \2' ' .dry 5 S7, q,®� � N �. Z { —` ew v � . To the best of the EngiAn4Er"s}ifngwJe fie, 'ra, - a ion, and belief, the structural plans and " 0l 1 teY Zs 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 0 Z 0 LO F>-I M (ULn Ln � QvLLLn CL ` e--� ��Q00 Q � z�� W J oZ cl za r~ w¢�� U gOp w , 81wZ T a - a-mE2o �orzWO NWV M W z Zo > N U _I Fz W 5 1 z Lr) o 0 0uj J < "_ c� z o . J � Y Q Wo�� U r�1'ce Ro< N A LjL w J Lu Q ~�£8 8 ag z � WS�� a W J �Lr)-I LV =au_ W Q Z �zv W~~ N fV a �z m 0 Q = ¢ z n ,--I a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 O SHEET NO. ST 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX 8„ ♦ UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION ` DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) � ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 „ 3/16 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON �° 6" O.C. EDGES AND 12 O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (TYP,) TAPCON. INTO TAPCONS STAGGEREDLL,2X8 STAGGERED 16" �° BLOCK@ SPACING 111 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /21' DETAIL MASONRY THROUGH 3 1� DETAIL FILL SOLID STD. 90' ` D. 90°HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 16" x 3 -1/2" PCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER CH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( ` BOTTOM OF BAND TO SHT. SDW2-K1 EDGE DIST. 4EA TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3116" 0 X 3" LONG TAPCONS ' � NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 INTO BAND JOIST & (4)1!4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4"DETAIL +5" NOTCH WE FIRST 2 COUURSESRSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL ER FOUNDATIONPPLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. ( A -A = 1610 #FOR 2 STRAPS 610 FILL 1st 4COURSES SOLID W/GR UT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" n 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4"TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT 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 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. OR CONTACT ENGINEER I RECORD FOR FURTHER INSTRucrioNs. • SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL . OVERRAN ° CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 N.T.S. INSTALL WDW. SCREW ANCHOR 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 FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR READ. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" x 0 TO TR10dUSS TO TRUSS TOP CHORD �ERygN SCALE: N.T.S. SS O.C. 12 + C + + FNG� H PLYWOOD SHEATHING l� I �� _O 5.0 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS INISH FLO A' .. 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. BEBCTION ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) MAX� PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + °.. #5 BAR BLOCK HEADER �1/4" tr SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8 5 12d NAILS SIMPSON () + + SOFFIT P °D ° 10" ° D b ° ° . CENTERED W/ g All, 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP h. ®s EACH TRUSS > • . ° q KNOCKOUT / N �• e °� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x . CONNECTOR MONO FOOTING _ ' .A ° x CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL o 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT z DIRT TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTELNI °. ° STANDARD q 9� HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y�° WOOD FOR OVER HANG FILLED CELL L - �' L' ' ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ L INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () •: �, �. . �, s• . � �, s, � . �, s. �, s, ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0° SS SECTION DETAILS SCALE: 3/4" = V-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 LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEPROVIDE 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- Cr #5x6' EMBEDDED INTO EXISTING BOND BEAM E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3 EPDXIED w/ SIMPSON SET o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & \ SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP l_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , u v a REINFORCING AS FOLLOWS: SEALANT o U_ Q 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. a p . I I I — I I— IT = J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ``` '' 6" MIN. LAP SPLICE W/ REINFORCING PANEL _— ° 111T�T� — U) � EXISTING FOOTING TIN NC (2) #5x6 IN CO FILLED CELL SMOOTH. DO NO FURROW. °r F DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE u. III —III- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o . \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT '6° a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \11 ' (2) #5 REBAR. MIN. 3" WEDGETOOL SNTS SMOOTH AND FROM LOWER COURONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE SES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) SECTION R160 16" MIN. COVER EA. WAY SECTION GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL 01 A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z MConn o _ z�z �2 a zLo to 0 W f� o O � s tom/) � o 0 V W k— O N Cl) C m M 2 'O cr) OO N _ IN U U rLLOD <n a o0 d rn a Q o ® B D® 0p o R e�lf o ,e` 0'O ��. ..., 2 ✓ a� o- t N a Q��ry o I p,l i i ti 4^ ^Oil To the best of the Enjfrltr knowledge, i t ':; ion, and belief, the structural plans°a'�ri�$�,e�lf1>`�'�`Qontained within these drawings comply wrt� tithe 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. Q C:) Z r-1 f O a) N M cO � � M U-) LP) Q a. ui 'L Q LL. CL ,� ci� v 0.00 00 Q E Z WUJI d' oZ o �o Za ¢� w¢�o_ V Z O pU E'-'- Z w w Z c2 i J K O 00 o�LU L N00 V oZ Z O > N �Y U z w S C 4� L 1 o O -p •- Z U = J Lu u_ I- 0 Q6 0 C 0- Q ng G= W U zw W J Zuj Z U-Coe Z LU ,�-i Lr) W LU a w o:t_r J rl LLl U owLU N Q Z ZZ k NZ � � z m Z LJJ o aW _ U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B 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----7 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. -/ -WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" DIAGONAL - AT 8'-0" MAX 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 TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD WOOD TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKINGP' BETWEEN TRUSSES TRUSS SECT. A —A �A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER ES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY3rd 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) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" SIMPSON LSTA18 W/ (12) 1 Old NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1 /2"=V-0" 3IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE MF PLAN FOR MOf VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP a O.S.B. FLITCH Pt TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE i-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLANINDICATED ON M OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR 0 0 SEE PLAN FOR CANT. IF INDICATED CORNER nI SEE FOUNDATION 1,01 PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"= V-0" SCALE: 3/4"= V-0" MIDDLE BM. SPLICE OVER CENTER OF POST 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 0 ENTRY FRONT WALL SCALE: 1/2" = V-0" 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON OR IF 2 PLY LUS26 w/ (8)10d NAILS - TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT ASE & SIMPSON ) 2x4 #2 SPF BRAGING @ NAILING SCHEDULE OUTLOOKER 4 O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ 2 1 O 2d TOENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR LOW ROOFIWALL (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED STUD) PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS 16" O.C. ALONG W/ @ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. Zx4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx • STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL • 4'-0" O.C. TO GABLE TRUSS 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. p ' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR • _ TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. �� SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END @ CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE �2 SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" �1'j DETAILS & SECTIONS coLou o _ CD to U) z C: t/) 0 4_j U, M 0 0 T E �N �m -2 C) U LU rE N M m ca M O o N Q NU 0) L M 600 = $ r°n J& -m Q A 1 B D®.�dFo "°B°° aa: .5, VN �. Q I c�_ Z W PnQ C� Z 2 E �N.y< To the best of the EngiFie#, k dip rmation, and belief, the structural plans a66AAHftions contained within these drawings comply with the 2017 Florida Building Code - Residential 6thEdition. 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 0 � n CD L OO M Q (0 Ln d (n 'i O Z 'n 7 Z(" " a U. _ d M cl� U C) a Z W J� d' J oZ za 1=Z�U ZUj LUuz Q - Z Z �f ow , 00 Cl) N L .7Z o� ZO N Ez H �� � -p �.(') W (n o OV "a z uj _ 89 o. Q W X86 N C) pQOQ ZWa� Q Z oo9'c WizLLE W a J t-1 Ll J 2 Q IS z Pia N Q Z~~ Z �j Z Om 00 Z g w L Z ^O ,-q SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. �!^ . 0 SHEET NO. D1 (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1Od NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE RlS6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO Qq SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASNORY & 8d NAILS T/B FLANGE / 1. APPLY SUB (3) 2x # SPF (2) 1 Od TOENAILS AT EA. INTERIOR HEADER DETAILS L FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. •°• SURFACE q 2x4 #2 BLOCKING 0 THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1A CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END ;J HEADER SEE Q/S4 FOR REQ'D JAMB INF •°• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK I 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 w/ 11 1 Od ( ) (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •' •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD ON FLOOR SYSTEM TO MASONRY WALL •°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o•c• FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTA36 STRAPS w/ (26) 10d ON ST TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM WIN W NAILS INSURE SOLID BLOCKING IS INSTALLED). SCALE: 1 1/2" = V-0" AJS BLOCKING PANEL @ 24" JAMB TO FLOOR TRUSS/ SOLID O.C. (MAX) AND @ EACH PROVIDE BLOCKING BLOCKING BELOW. SCALE:3/4" =1' - 0" GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO 2 10d TOE NAILS ( ) OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR(*4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 1Od NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD CONNECTION IF MSTAM36 NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN .�.o�. �.,c. o.°a� o°'o OF CRIPPLES IF LONGER THAN 8" T P. 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 CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TOT IT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d @ NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OU SIDE SEE PLAN FOR SIZE 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. ° SIMPSON SP1 w/ (10) 1Od NAILS INTERIOR HEADER NAILING AREA (TYP.} HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR CONNECTION SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS COL. SIZE (2) SIMPSON MSTA36 STRAPS w/ SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (26) 10d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" BASE PLATE 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x C B B C PRE-ENGINEERED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE O W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. 2 x () 2 #2 1 1/2" (USE SP8 FOR 2x8 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. WALL) @ 24" O.C. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, BLOCK SOLID ( ) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8"0.C. TO BE INSTALLED AT EACH END. COL. SIZE 2 x 4 #2 SPF STUDS g O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING 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 FLOOR TRUSS/ I -JOIST SEE PLAN V. 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F SEE PLAN �P FF (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTA12 w/ (10) 1 Od NAILS WRAPPED UP AND (2) 2x TOP PLATE 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT �. FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS e ° SIMPSSEE NAILS AT BASE ON SP1 w/ (10} 10d NOT REQ'D TO HAVE CONNECTIONS. • . • ` *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ AND EXTERIOR ATTACHED PER NAILING SCHEDULE HEADER CONN. @ 2nd FL STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOMFCRIPTO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. �a GIRDER 7 IF CRIPPLES ARE LESS THAN 8" SCALE: 1/2" = 1'-0" LOWER ROOF. SYSTEM 42 SCALE: 1/2" = V-0" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = V-0" � .u-'J- � � ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1Od x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 1 Od NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 1 Od SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. DOUBLE 2x4 TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END 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 12 ) 12dTOENAILS. 3" 0/ 2x CRIPPLES @ 16" O.C. 2 2x HEADER SEE PLAN () @END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. �TF �2,� 48r�T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x iylt� Op TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (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 OPENING F 1Od x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SON OPENING NAILED TO STUD , r8 IS GREATER THAN 4 FEET LS30 w/ (6) 1Od x 1 1/2" EACH SIDE PACK W/ 1Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ; W/ (2) 1Od 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 FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2x4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS 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 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" Z M o _ zC) z V ) z C4 Q) ; •I—J � c o a o .� V W E N M C1 t6 M C M U = a; O O �LL00 U N < 0 C., 0 �� ¢ C" ma o aco 1 D. N C 6 D C Nw �,,, • n�•1 .� m z N . o w U, 11f °✓� zo JTI 1 2 2 61 4 ((�� 2. LL �s/� HOaRrM�:Q�l, •C • Wfii>_p� ��'•. q E To the best of the Engineer's know a ge, information, and belief, the structural plans and specifications contained within these drawings comply with the 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 �fV z O Q) N F>•IMO M Q M Ln a cn •L � Q " U_Ln I— CL oC U fo Q � � z WJ C) d- J oZ �o za �F w¢ira lY UZop Z�wo: Z I—=)z SSW 0 a�E8 S M w � co ou zz 0 Q� f.Zj O F z W U o OV -p � z -¢ LU = (u U) o �U_ lo- o I- 0 s J9 Q ¢X Yqrq U LJV U N < o�Lu 2o z Way WLf•) ¢ W o ¢ z gzu FQ LU Z N z 0 00 g = z z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 10 O SHEET NO. D2 a THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ " WEATHER ✓E BARRIER & %ARILY SECURE WEATHER 7 RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 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 �y DO NO-' BOTTO Pl ANrl SELF -ADHERED FLASHING HALF ROUND WINDOW I L/1J1 IIIYI] rLJYJI lllVli EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) M %SHING 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL 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 ,HERED FLASHING E 0 8 z 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. MI Ill nINIr_ DgPER LTH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING F_ SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER � Ground 7 SELF -ADHERED FLASHING ET SELF -ADHERED FLASHING Me: FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER ET 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 l #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 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED / ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all to u, z CD 93 _ m Z a 0 Cn C9 w � Q O w5� E '- o 0 m r` CN C� E 8 N co co TO -m0 M N O - _ �; U O rU_00 a in Y <t0) � O 71 M¢o A 1 B D. N C B D C v 00 N 42 - - rn ";; N N U1 6 allo o YYY Z W o 0 �II• j LL O O 2:Z W z J LL N WrnM N W a�♦ ' o W d tL V < n Z O v w rn � z Z N � o o - ZN LL m m ¢� Q9 W N < M -� J O v C..) 1­ ❑ ❑ 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 NN Z O a) N I> U-) Z M QU-)-gypLn IZ W - Lr) Q LL CL M (Y- V 170 00 Q :�: LU Z M d- oZ 0 U Z <a Wa92SO! VZO0 Z W W ia�Z - g J Wo � U w coJ J RL N �o A M IW a 1-- o� ZZ o UJ Q gZ Z LL -� Ln O o � OV CC Z Z �f _C: r o9 w p z J O U Q wx u C m a N Zaoa A w Z J Q V p0gCg Z o W LP) 2a W � � it J rl Q Z tnoZo V Lu P¢~ N N Z L- m Z �o <w O _ rn T__l a cn g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. WP m Re: Wood Construction Connector Compliance for 2015 International 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 thsted per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the I BC and F BC reci u I red testi ng to comply with AST M D1 761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1 . Lowest u timate of th ree tests (or average of 6) vvith 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 vood 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 1 -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 [-Codes. As soon as the updated evaluation reports are completed, we 411 apply for Florida Product However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their mod 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 6/30=18 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatie.c.om 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, 1116k� Engineer, Southeast U.S. Branch Page I of 1 ICU M b > E a) 2) CO .4-- Cn As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below ifthey 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 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD412 FL17232.4 ESR-3445 H U412 FL10856.9 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 1. EXTERIOR DOORS HDO410 FL17241.7 ESR-3444 HUCQ410 FL11468.11 SIM200804 A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 -67.0/-67.0 psf W HGA10 FL17699.1 Evaluaddon Report HGA10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.6 +67.01-67.0 pat HGAM10 FL17699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.9 +67.0/-67.0 pat HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Firber-Classic and Smooth -Star (NON-IM PACT) FL20461.14 +67.01-67.0 Pat HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 pet HTA20-1 8 FL17680.4 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FLI 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 -67,0/-67.0 psf HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67,0 pet HTW16 FL17244.8 ESR-3455 HTS16 FLID456.22 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 HTVV30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential WnclCocle Doors W5 (SX7) FL15279.37 +30.0/-32.0 pet HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30,01-30.0 pet HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential WndCode Doors W6 (BX7) FL15279.85 +38.01-42.0 pet HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WridCode Doors Vvro (18X7) FIL15279.102 +37.0/-41.0 pat HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED ORS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Wriclows and Doors Series 185 FL17499.2 -50.0/-55.0 pet PGT Series 5500 FL239.7 PGT Series 5520 FL243.9 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FLIW55.107 ESR-2549 D_ MULLION MI Windows and Doors Series 5764 FL15353.2 N/A E. OTHER - A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HarcliePlank Lap Siding FL13192.1 - FL13192.2 N/A KLEG3 FL17241.1 5 ESR-3444 LEG3 FL10667.71 ESR-2615 R SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf E > o UJ LTS19 FL17219.2 ER-0200 LTT19 FL1 1496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GuIfLok 16" wide roof panel FLI 1651.2 R3 N/A MP5 FL1 7244.22 ESR-3455 LS50 FL10445.16 ESR-2506 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 _NIA MSTA18 FL17244,18 ESR-3455 MSTA18 FL10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FIL10852.9 ESR-2106 ANCHORS Simpson Strong -Tie see chart MSTA36 F1_17244,18 ESR-3455 MSTA36 FL`10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FIL6527.1 - FL6527.5 NIA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 The products listed below did not demonstrate product approved 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, 1 understand these products may have to be removed if approval cannot be demonstrated during inspection. PAU66 FLI 7239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2515 PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 SPT24 FL1 7244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SHEET NO. PA 1.0 }a N FF C— Florida Departrrtent of Business & Professional Regulation Florida Deparirnent of Business & Professional Regulation Florida Department of Business & Professional Regulation CO Building Codes and Standards Pops 1 Building Codas and Standards �, Building Codes and Standards Fape 1 Florida Department of Business & Professional Regulation PM.1 ore V i/52018 Building Codes and Standards 14 018 Product Approval Application Detail 1/5015 Product Approval Application Detail +mania Product royal Application Detail 0 L Product Approval Application Detail O PLi2W614tl Furo461ar2 FiJ26M1472 O Nark EDYpLpr lick Pak osia Pick Naa Erdkrs yaimewiw 21M Rota cam PONON Rea Approved 290 ErdkLor VaadabdBr Pak Rat QaaCafega Pak if FRCdal Approved Am& FL6110461R2 r+ co Iltas Yanks lknlfeldslo[ Nardi Emlone&Llaaas yadmawBy YaNald &l<bntld RICAODam !�'cAoprme! Aparoxd >lJd. UK YmkD 111111 Spa[ Eoalsurrill�u Schmidt Ryan J. P.E. ltlfatlOd IOM512017 0711212017 PASr-Approvfal 10/18=17 12/121J017 Alm" Approved On! version Revision 2D17 Therms Coryombon EnghweraLiceae Rick" Lyndon F. Schmidt, P.E. Ryan J. IOna, RE. yAgg" 101152017 07/12rM7 10118I2017 12MZ42017 Approves lid! liplktpr R!k !tom QtlePfdla Nett 'ems CD Revision 2017 Corporation Rick Weight Lyndon F. 8ehmlol, P.E. Ryan J. Kng, P.E. 1&152017 071122017 10M82017 12/122017 Approved Re*Ion 2017 Therme-Tru Corporation Category: Door riorSwinging Ride WrgM Lyndon F. P.E. ", (41M 29&1740 PE-43/09 (813) 787-0556 -TM CatSw a Door riorSwinging 298-174o PEJ3409 (813) 757-5656 I1et Yllataa PdaYadafL Enakee[lLI V■IM.ew ev YaWetad $mIDnkd LBSe.Approve! Aarond etapa Caegory: Exterior Door Category: 2 PEI3408 (813) 7875556 . snbCaigory: Swingllg Exterior Door Aeeem011se rkkwQnwbdpamubnts. leg ry: � Door � I nd+W�rrAld9conaultaMs. ddw Review 2017 Therms-Tm Corporation Rick Wright Lyndon F. 9ch r dl, P.E. Ryan J. Klrp, P.E. Ya PE-43409 10/15+2017 071t212017 10fIlIM17 1L12/2017 Approved �t ` V (� Compliance: albac Swinging Exterior Dow Assema Cxxnplenee Mstlned: Evaluation Report tan a rkkwarvrbldgosmufianb. ricked nabidg0 card Corpeance Methed: Evahralbn Repot from a corn �Ex Fxbdw Door 8 rIckw 29B•174o (813) 787-0565 nwmMgosneultanb. W Flands Registered Archlbct or a Licensed Florida Florida Registered Amhbd w a Licensed Florida Florida Resabuld Ardasd or a Licensed Florida Co•rpB•mse la ll : Esskratin R�ri lrom+b Professional Erpneer Professional Engineer Probational Engineer Florida Registered Architect or a Licenses Florida O Probational Engineer O O FLR M44U Products F1.02046141:2 Products O QuelibLAstamersea Approved WUse AoorowdLoUse l0fflma Galen EgE Product Model. Number or Nam Product Deaedmlm Cormact EaaFMbrn Data A00[aYltlfor Use AgaffivedIUM eLHlrri� R kfflud lath 8:�ffi P� tifat Agoraved for Use A k� 20" In NvNz Nld ild'a m l� Bllkkat p� P1.02041114tilProducls 5 � O lkat 1 a. Thertna-Tm Finer -Classic and Snao6FSfar NwWral 0d13Q8 Squol;NaMnpaddquor Opaque 12131/2020 lnPOQli SWIdk No t>IAR � Vas No WA 8 I. Tama-Tm Fiber-Claeaio and 8mootMSbr Composite Edo. Fiberglass Door ;Opaque 121J112020 Composite Edge P6erylm Single Door No Yea No WA 9 L Thermo Tm Fiber leak and Smooth -Slot CNor omiosite Edg;8 6geotNon-Mpad&quot Glazed 121312020 Composite Edge PB+erylass 9Mpb Door No Yes No WA �E Pmxlust ModaL Number w Name Product Description adign.202 Apo tee Aa®rdlprlke mpsgt amp' dada � � (� O }�tF s� Composite Edge Fiberglass Skgb Door (Imwng/Otnbwiing; %cemqurallon) (ImwagADnrbwing; X configuration)14 n. Theca-TmDer FCoseb land SmoolhSter Nominal S&M;0 BquoLNan-Mpaddquot Glazed 12(3112020 No Yes No WA C y O (InrminpfOutowing; X oor %mmn) Compost Edge Floergteat Single Dow V O Fj FI120461at3 (hhwvhglOubwinp; X conlyrumtlon) w ` V}4J Q Naa EDIkLat RIa Ilk ! dal NM wmr Eaft ar FJaeraer&Liorme VarMtetedBy Ra! dal Yam Submitted Dow P whw Nail L9SsAarofta Aa[�d mme Ngda � Yaotaa PMeWmaL Estb or 2209 P.oaaetill� yetaed k R!k Nett Dab P*udnp ao ymodatd FBCAa[avet Approvd two FLrm4a-Ra � � 0- � Q Arne Version ! Sdnka Eminet3ldprm Validated By you&" illgmkd FEN,AMMM Ace ed Reme TIM version Rama 220M Nails Entity or 20 20 GMePsndka 20 Ca Revision m17 The Coryonoor Rick Wright Lyedon F. Schmkl6 P.E. Ryan J. King, P,E. 12M312017 121132017 12121201i Pending FBC Approve Revision 2017 Thema•Tm Corporation PookYwlght Lyndon F. 9dnmd4 P.E. Ryan J. King, P.E. 12l132017 12/732017 12/212017 P1mOhp FBC Approval Rm4sbn m17 Thermo Tm Corporation Rudd Wright Lyndon F. 8chnddt P.E. Ryan J. King, P.E. 12I132017 1211312017 1712f2017 Pending FOG Approval Iifa Yllaa L 'idiom YJ &lgmgd Aa®ml Htma ^ /r /1 V J PE4340B Extry; Doogrog (419) 2nebidg0 PE-43408 (613) 787$665 Category: Exbdbf Doors (419) 298.17M PH34O9 (813) 7875565 i.L - gory. Category: Exterior rarbid40 (613) 7574655 Sot SubCaegory: Swinging Exterior DoofAMembliss Subcategory; dckw�NrMdgosmubnts. 9ubCalopery: Swinging Exmerbr Door AseemNbt ridWilitrwDldgcemufianta Revision 2017 Therma•Tm Corporation Rick Wight Lyndon F. 8chmdL P.E. Ryan J, Kip, P.E. 72/132017 11/132017 12212017 dhq FBC Appn 8htbGebpory: 8vvbphp Fxbdw Door Assemblies rlckw@rwbldpconssllaMs. grog r1okw ComplluaeMeead: EvolYallon Report from a acre Evaluation Repot from a CCm FomplhnM Mred Category: r Doom - 81 7 7 Compliance Mohoa Evaluation Report from a coo Florida Registered Architect w a Licensed Florida A Florida Registered ArdnMect w a Licensed Florida Swinging Exterior Dow Asroma SubCeance ; Swing g Elwtkn ddmrlAnvmlogconaubnts. 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Urkh, PE DB/13/2017 08/11M17 08/16=17 1ollo/2017 Approved Category; Exterior Door (717) 3653300 PE42614 (717) 3174464 Category: Exterior Doors (717) 3653300 PE-82614 (717) 317-8464 PIa76ffi6-Ra FredrrdaIFUNI522114114 Produces 8ubCabgoe: SlkiMp Exterior Door Assemblies bsNngOriiiimvd.wm BubCabpay: 8lNhp Exterior DoorAeeartdb8oe MBYnOerQmlwtl.com OAWAnurame Aapcyed for Use liew Gala Quall, Assurance AoprrovedM Use Aocroved for ua.leall onion Commenance Method: Evaluation ka j Product Modal. slumber arNam 1D.tDltY N1tl�10QR dint P.119Yn dl9.l In HVHi Resistant Pressure,Florida baled Ardhkoct or Licensed Florida Florida Registered AArchlbct or a Uwnwd FkrMa 1 .. &quof;ClsssI CrwUqud; and aquatBenchmrk by WS and 80 Opaque and Glazsd Fleergess Door with 12/3t2021 No Yes No WA 5 e. 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(513) 51"M Category: Exterior Doors (/17) 365.3300 PES2514 (717) 3174464 Category: Exterior Doors {717) 38533D0 PES2514 (717) 317-8454 CubCaMnory: Sectional Exterior too Asssmbes mweebrfieMQldopay.com SubCabyory: Sedbnal Extedw Door Aeeemblles dopry•cem as calla Subcategory: Sli ft Exterior Dow Assemblies beMngerlitmsvd.cum Subcategory: Sliding Exterior Dow Assemblies bsMrpeorn1wd.con Compliance Maewd; Cwbkmd n Mark w Listing Compliance MMed: CedM flow Mark or LI*V Compliance Morcd: Evaluation Report from a Mm cd: t oars Report from s Florida Registered Arc hbd w a Loomed Florida �Cwnplkxrw hlbe Realpi�Arcmaed oa Ucented Florida � CIO Pmessiordal Erglneer Pro(eseknrida QudftLAssuak4 Ao sd for the Approved for lfee lased onion Approved for Use ADDroved for Use lmarFl Rakn teat Predud Moral. Nmnbar w Nam In KVHi 4ltltlde, HvHZ R alb d Pealln AW rldon Contract solN�Rtle 1. 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GR6SV, ARSS, ARSSV, ED5S, ED5SV 1 SERIES 420ALUMINUM SGD SERIES 420ALLIMINUM SGO OXO 12131MOIS No Yee No WA 2 SERIES 420 ALUMINUM$GO SERIES 420 ALUMINUM SGO OX, XO, XX 17/31ame No Yes No N/A EDSS,ED5SV 1453N8quctx80&quot NON -REINFORCED 98&quo4:806ghct NON -REINFORCED O a Florida Deperbnent of Business 8 Professional Regulation Pp.1 a 1 Florida Depertinent of Business & Professional Regulation Pape 1 m 1 Florida DeparMedt Business & Professional Regulation Pair Florida Department Business & Professional Regulation Pap., or 1 Building Codes and Standards 115 mla Building Codes anti Standards 1mrmle Building Cedes and Standards g Is +m2d1e Building Codes and Standards g + 52o+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLa26141a6 IFLrf161740' 2211111 Eadtapr Rat dal Dab Pending leek "7411242 Nda EWkL9r dal leek labPmgm leek Nam ,:nter, or go Rtll dab,PMMNM Galt Smell ErdkLpr dal no Rek Iype Ynaan Carded Ent vallBy vaNdaOd Submitted FRCAaroval Aaroted E9arM II1 version , Corded Epomnr3lksml VolMatedBy valwow eWml.rd PEC.Aarma Approved Ehpa I>ca Yanlon ldeollhonloi Ca�6 Eoploscs.i,f� vad.ted a YataMld tagmWd FlN.ea[orr Approves Yamon ltrmamNet Corded Eat Yellsraed�t valWad &iimtlld FlCAaroal Aa®td imps Revision 2017 CURRIES ONbion of AADG, Ine Desk: Dave UL LLC Ted Samoan, PE 11I30re017 10261m17 12f051m17 Approved Revision 2017 Mr Windows and Doom Brent 8Mnger American Architectural Stevan Lt. 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Udch, PE 3eornhu M■mhaums Association (717) 377 8454 12012017 12/312DII 01/0412018 Approved Revision 2017 PGT Industries WonFixe Dean Rudrk Mlsmi-Dese SCCO - CER Miami -Date BCCO- VAL (&H) oo 916 2690 12202017 12/011=17 17/26=17 Approved Iyae YaLalon lkmantllnc Ngrdat ED91maaimm Validated av ymm d emnekd l� Aarovel Approved aroe Iva laolon ManufamNnr Contact Ysi dshod B l YAM" edlnNkd FI l ApproY4d am& (717) (788) �7 Revision m17 CJopay Building ProduW CwnDseY Mark Wssbdleld Imemk TMWp Servlcae NA, Gary Pruehbr 11292017 0&102g17 121052017 Approved Revision 2017 Cbpay Building Products Company Maur Wfestedbkl ImerMc Testing 8ervlon NA, Gary Phmhbr 112&2017 0&102017 1?1052017 Approval Buinphis ry:Fhead Sub ahsg rv: Flo Compbnw Metlgd; CeatScetlorh Mend w Lbdng MMngarQmhM.Cwn Subcategory: Compliance Fixed Compliance MMhotl: Cedaptlon Mark or Listing lnark@ggtlndualrfes.tom illpo O Category: Exle r Doors (513) 770-SM Ins (513) 5194M Category: Exterior Doom (513) 7/05082 Ina (513) 519435M BubCMelimi Sectlosel Exterior Door Assemblies mwestarfiNdlitdopay.eonr SubCdegory: Sectional Exterior DoorAseemblbs mmesterseldQdormy can FUK934940ProduW FLO204MO Products Compliance Morcd: CeNSratiwn Mark or Llollng ComplWwa MWwdl CePoflosOon Mark or Listing Approved for la4 A,,-,d for Use IMRO RLI® Quotas Asgurance Aar AporoveO.fot gal buRed nuhm ELt152 RfiPtadr.ta FLC52i9-R5 C—hots Plat NJaideHVHZ Ptewln lat InHVHZ NrdalalOQS 82NMO PJaan C— ARU Product MOM, Hundpor or Name Assurance,Guldliv Pdwd Dscrill 22okRdZm2klNgL2da ApprovedAtecrovedfDrUse InHVHZ 41atae.f In ad VHZ R i b d DMIM F— AW ProdMtAadntka Sdtntn6E Approved for Use Acirwad . a kIADP. far We IBafS RlaiftHvHz I l� Elam 1 73 x 721nsebled Gins 04)D3=18 No Yea No +M-60 9 P N-6520 (Large Mink hoped) Vinyl Fixed Window 04/302020 Yea Yea Yea WA CIO 85 OSS YW5.09 PAN-2FI53: 73, 75, 84A, 94, 42, 48, 423, 485, Steel Par (min, 25 gs.) 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King, P.E. 101182017 10/1W017 10r=17 /2ft21m17 Apprand w Calagory: Exterior Does (4/9) 29S-17M PE�3409 1 7 PPS FLl16361.R6 Subcategory: SwingingExanbr Door Assemblies dtlra�rvAMgeonsu5anb. Nda Erdklat !ak R a ! Reek � Eater or !a$. Pill Raa P 21M a Evaluation Raped from a cern Ivn! Yew lknutaWe[ EnamBLAl,bmyalldded By ydg" AMkM id MAaml Approved Stima lypt Yll11kD (a L Contact Esakn[.&J� Validated By Ydd" Rid PIIC A�otY m lm!Mertes: mu Floridara Registered Architect Or 8 Licensed Floda Q Review 2017 PGT ndustrbs Dean Ruadr Mbm4Dodo BCCO -CER MbmtAsde SCCO - VAL 1=0I2017 12/082017 1228=17 Approved Revision 2017 MI Windows and Doom Brent Stronger Amrice n Archbctural Stevan M. Urloh, PE 01I031m18 01103=1 S Validated Professional Engineer z Caogay: Windows (941) 4880100 (786) 315-200 Category: lBMtlowe (717) 3654M Manufacturers Association (717) 317-8454 F1.07840416 Pmdun. SubCaegory: Single Hung druarl4plithmivaffloo.com subcategory: Horizontal Slider bsMnger®rdwd.cem SlYYflLAWaepfBApargened for Use Apomwd for IMRI d Deal- ComplWwa Method: Codification Mork or Using Complenu Mehod: Collocation Mark or Listing tap.t ProddmtMdrkN.NuMrwNrpe Product Dseedwpn In HVHZ OrrWde NVHZ Rakkn r� z 1 a. 8quotFlbrClawic6quot, &quo;SmooghSlr&qud:, 861Ki9;S bquotlmpad&quct; Ghaed Fiberglass 12131=1 No Yes Yee WA Q UsuffibrAssuronas Approved for the kmwm AO Use Apnrovedlor Use MOW Goa &quotClesskCreRBquot waqud;CeesloCreh Single Door -pQ Inswing or Oaewinp Configuration J taaf P IOIANP. 4tdaa.IDOP. 1lsW" ,� Pressure ta.E IatANfi ouladdle NvHZ Bllkkrd Poem RualkBquot a 7 SH-66o0 (Loge Walle Impact) Vinyl Single Hung Wkndow 0713Nm20 Yea Yas Yea WA 1 HS 1S8 Fm and Fhmge Fram 73xS2 Insulated Gass 021167119 No Yea No +66/35 SHEET NO. PA 1.1 11 a Florid Deporpnant of Malmo & Professional Reputation Fppw tat Bull ft Codas and Sbndrda ,Arm" Product Approval Application WIN! 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Number a Name PEaft roduct Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure B4Sk 1 � � ) B� � g g� gek �, Code EnFOIC tity a ,gStp �tg DataPenanO Bgj¢ 18 26 Ge. GUIfPBR Min 26 Ga. GuIfPBR Rom Panel over 1x4 Wood 04/122024 Yes Yes N/A -NIA / lyjlp � tl � Pit VaNtlebtl &r gym y �!ffi !Wi ]yyp y,� VaIMNatl M y� EYYmllkl P APl�tffi f)Lss lypg YPISIDn Manufacturer Contact En0lneer 8 License Validated sr Validated Submitted FBC Approval Aorxoygg Status Purllhs sear 15(J2aquok Plywood-151.7PSF 19 26 Ga. GuifPBR Min 26Ge, GWfPBR over 15/323qua; Plywood 04/122024 Yes Yes NIA +N/A/ Revklon 2077 WsyemNusr ROD BeWwln ICC Evaluation Service, LLC James A, Robinson, PA. OBr2212017 Oe12a2017 DT/03I2017 Approved RevWa 2017 WeyerhasUeer Rob Baldwin ICC Evaluation 8ervbe, LLC James A. RoBlmsn, P.E. Ot1132l2017 OS/202D17 07r03/Z017 Approved Revision 2017 Gulf Coast Supply 8 Manufacturing, LLC. Eng David Daniel S. 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GUIfRib over 15132a a' Plywood 047122024 No Yes N/A *N/N Professional Engineer 2 W . � $ +159.2PSF 23 28 Ga. CarifRib Min 28 Ge. GUItRib over 75132&qua; Piyrcoad 04/122024 Yes Yes N!A N/PJ Amrowtlfer tls ApprProduct D000doUan oved for Use Pik! 1� tileltR lme� � {159.2PSF Eg( PIOduNlMdtl, Numhr err lbnr l0.� pdg� �AProduct Model. Number PlAductD,,,11,0- - IdF.�Dowd. thm i 1 P- Quality Assurance Approved for Use Approved la Use m act r Deakin 1_� �9 24 26 Ga. GuilRib Min 26 Ga, Gulg2ib over iX4 Wood Pudins war 04l,22024 Yes Yes N/A N/A! 4 TJ Rim Boats SWah7rN Composite Lumber or Oriented 81nrro 03/312019 No Ys WA WA S Weyerhaeuser Rim Ban oriented! Strand Board Rim Board 0313112019 No Ys WA WA Sea # Product Model. Number or Name Product Descrlptlon Catraa Expiration Date In HVHZ Outside HVHZ Resistant s u 15/32&quoL Plywood-164.2PSF hero Rim Board 1 0.0328qua; Aluminum 5V C +NW O✓er 15f32aqua; Plywood-108.5PSF 15/32&qua; Plywood-123.5PSF 2 0.032aquot; Aluminum Gulf Lok Min 0.032&qua; Aluminum Gulf Lok 18&qua; Wide 04/122024 No Yes N/A +NIA! 26 29 Ga. GuitRib Min 29 Ga. GUMRib over 15132&qua; Plywood 04/122024 No Yes NIA +NIFV Roof Panel over l5l32&qua; Plywood-116.OPSF-146.OPSF Hu�h,s:�e 3 1&qua; 24ge. Gull Snap 1&gaol; 'Gulf Snap 24 Ga. 17aquIX; wltlo Roof Panel 04l122024 Yes Yes N/A +N/A/--131,OPS 27 29 Ga. GUItRib Min 29 Ga. GultRib over 1x4 Woe! PurNrrs o✓er 04/12202d No Yes NIA *NIA! Over 15/32&qua; Plywood 7f16&qua; O.S.B.-101.OPSF 4 laquoL 24ge, VersaLoc 1&qua; VersaLoc 24ge 16.5&qua; Wide RoofPanel 04/722024 Yes Yes N/A +N/Pl 28 29 Ga, GufiRib Min 29 Ga. 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Number or Nerve In HVHZ 1 P 1 gway Precast a Commercial Concrete Products Precast and Preatreaeed Concrete LimsN 03128f2024 No Yea -NIA WA �hStl� O C/) � O U > O N Q- O C Ca 0- 0 � (%� O O O O Q� C _ _ .00m. 'O E O O N 1` L . � U) t• C 0 m U 0 �. .� O i O �s V W cW G Q Z Z Q J d SHEET NO. PA 1.3 Florida Department of Business & Professional Regulation Pa9s i a t Florida Department of BU&M8e &Professional Regulation Ppe+a t Florida Department of Business &Professional Regulation Peps i m 1 Fords Department of Business &Professional RegulatioCIO Florida Co Cn Product Evolution GMlly Probsebal Engineer Professional Engineer PrFLi"aGT64t$Pmdtwls -*--a ofselonal Engineer protecSearch CINh tion. ConneMUMLQdM ctor Pie* CIO Clio tseason on.& (n -tf rarro LSL Laminated Strand Lumber 03I31i2019 No Yes (D ICU rCn imp Min 0.032&qua; 5 V Crimp Aluminum Roof Panel 94/122024 No Yes N/A +NlA/ 25 29 Ga. GuliRib Min 29 Ga. GuhRlb over ix4 Wood Pudins veer O4/122024 No Yes N/A Florida FIL111177445 Products Qualft, Assurance Airpreved for Use out" HVHZ Rephbrotl ArddbCt a e Licensed Florida O C/) � O U > O N Q- O C Ca 0- 0 � (%� O O O O Q� C _ _ .00m. 'O E O O N 1` L . � U) t• C 0 m U 0 �. .� O i O �s V W cW G Q Z Z Q J d SHEET NO. PA 1.3 Florida Department of Business & Professional Regulation Pa9s i a t Florida Department of BU&M8e &Professional Regulation Ppe+a t Florida Department of Business &Professional Regulation Peps i m 1 Fords Department of Business &Professional RegulatioCIO Florida Co Cn Product Evolution GMlly Probsebal Engineer Professional Engineer PrFLi"aGT64t$Pmdtwls -*--a ofselonal Engineer protecSearch CINh tion. ConneMUMLQdM ctor Pie* CIO Clio tseason on.& (n -tf rarro LSL Laminated Strand Lumber 03I31i2019 No Yes (D ICU rCn imp Min 0.032&qua; 5 V Crimp Aluminum Roof Panel 94/122024 No Yes N/A +NlA/ 25 29 Ga. GuliRib Min 29 Ga. GuhRlb over ix4 Wood Pudins veer O4/122024 No Yes N/A Florida FIL111177445 Products Qualft, Assurance Airpreved for Use out" HVHZ Rephbrotl ArddbCt a e Licensed Florida ��\�Iq� � �N,�l� 335��k��'" s��\��� ���' 3�� a