Loading...
HomeMy WebLinkAbout3209 Moulden Hollow Drb ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. A.F.F. Adjustable Above Finished Floor Fig. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc, Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 12-08-15 2.0 12-22-16 3.0 NEW BASE PLAN FRAME-WAL REVISIONS Al B1 ELEV. REVISIONS 2575 REVIEW CITY 3I i e PLAN 4 IN INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS WA ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE', NATIONAL ELECTPI '. AND THE CIT` Or ZPHYRHILLS ORDINANCES MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. I (D!P z0 — 0 z Q J Ulm to (a (D(u cn w 0 w OE O:f = o co (a 0 .� (.0 U CM- W I--- Ep M fO 0 cc :O co — V all 0 O 0 -r NL_ U LL CO a Y �' a o O It 0) CL O Q O A1 BD® lq *" D C � • CD d o: Z ' M ,!Z i. r W � L � C O II""" N O J wy A {` N Lid W.O��o L - a a' N .© t7 V1 o tilr�. E � �, m ILW a N'a � � ,F ` El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z c�1 0 MOO �(J M Q (n Ln a (n Q L- U- � d � O Z Q U CL 00 . E WJ C:) d' J LO/ oZ o uia za w¢iro_ vZOp Z�wD: H � Z Z 22XW d a O Ow w N w o � O L LU Z Z 0 ^, W >Lr) T U) Q Z Z V Z N O o U 0 = U �� a� o f- �Y� x oQoa N Zwza �< a o Z og Lu w w J Ln rl W ��.Z, <wo ~o LI J 2:Q Z v oar Ln M Q z Z ¢�Z = a �Z 0 Z tL o ¢W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. CS P @2 STORY (*TH.B. iNv r--. - --- z, — --- 2, --—— OP. —TF. 0 iv 16DEE -SH P - 2x6 WALL r------------ I 266 � B.F I I I I RE 12'- 4.-8" I I 50 I I R 2068 O M N i KITCHEN� 8'- ' FL T LGJ I O I o I I I I I I 3 " 36 ,3 L� LJ ( CC EDGE OF SLAB 2" BEYOND WALL N 20'-8" I w I O I x I I I I I I I I I N 4'-0" r — J -- 6-2" 6-6" 4'-8" 2 CAR GARAGE I I I PATIO DINING ROOM 8'-8" FLAT CLG. O CARPET o o LO 50 — (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ $'-$° FLAT CLG. BUILDER TO PROVIDE 2' 6" APPLIANCE PROTECTION WHEN REQUIRED PER FBC O (3)2X4#2SPF W/ (3)16d TOENAILS 19N @ BASE W,H, I I I I I I I D I I S3 I I L-------- --- CC (3) 2X4 #2 SPF W/ S3 (3)16d TOENAILS @ BASE o CD N iv BASE TYP @ 2 STORY J S6 16-48„ of 01 01 O O O '� L-1 10L L LL 3�_8" 3'_8� 1. 3�_6" ------ FOYER 3068 8'-8" FLAT CLG. TILE O 6'-0„ 4,-2" (2) #5'S _ r 10 2068 B.F. - HDRAT7'4" TRY1 8'-8" FLAT Cl 0 DEE 12"00 5-SH -' ----------- = J LO FAMILY ROOM ;D 8'-8" FLAT CLG. CARPET 2x6 WALL 00CM 00 G04 0 S3 P (3) 2X4 #2 SPF 8'-8 " FLAT G. W/ (3)16d TOENAILS @ BASE 12 _ _ _ 42"SLOPING 11 °9 °I FLEX 8'-8" FLAT CLG. CARPET I (2) #5'S N M 0o f _ M qO HALF WALL 10 "' p- 00 AC PADI AC PAD FLOOR G.T. v _ _ _ 9 I I 1 3 1 4 1 5 1 I I8 I I I IUP h6Rl I I C, I I I I ( I I I I I 1_ I M I I TYP @ 2 STORY S6 �o iT H.B.1 J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3)16d J 1 TOENAILS @ BASE 8 no HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25 J S.H. 13 20 X 38 J 18 4 X 37 Jq S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 18jX71 S.H. 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. j 34 27 j X 50 N/A S.H. 433 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. j 35 27 j X 63 26 X 62 1/2 S.H. j 36 27 J X 72 26 X 71 1/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 X 63 36 4 X 62 1/2 S.H. 26 37 X72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 50 52 4 X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 4 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is 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" �q +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 0 +23.0 / -25.2 O +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND 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 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED Ulr Z o Z� Q J a Ccis Q) 4--J w U — w O ~ � 0 0 CD U U-i F-- E Rig N co C W Cl) (o a t'M '- 'C N Ooo a: 4)-8 tu-00 CY Qrn �aa LO 0j. rnQo A 1 B D. NCBDC W"*� . aye �J N O C7 z Y y c'Y o o •m � z J c u_ V Z.-I 4 O ��0 ,-WE-;Qd" N`Oe.. a �S E S o LL �Cy' 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 Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z ON 0 a) N r--+ +O ' �>-+jr) MO M Q - z i2 rn -L LI) a(1)� Q. ^ � � M U a �� E zfo W_j CD oz j2 ce zaa �a w 6 Y UZO0 ZLU LU Q F j z Z z �2XW ii Lu _jU1 Lu m o L oZ z z 0 �- Ln � fz g� Z DC �3 a) L() LL N F-- z O = �a Lu a ow a ZO > U o] d CL r4 A ` zaoJ w 0 J4 Cw'JQ Q <: a o�.uW. z Z 6'f0 w w J Ln r-i lLl 2:a di.Q°o NFpzu �a8 v �n *k M to Q z z Qwz a ji �z ca 0 rn ^ = az Lu ,--I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 1.0 0 0 �• t 1 TYP @ D2 CORNERS •SHH1 D2 6 U.N.O. R&S EGRESS r------ ---1 J O cc I SURROUN� j I TYP @ 2 STORY W.I.C. BEDROOM 4 P `° _ 3 I $'-0" FLAT CL 8'-0" FLAT CLG. BEDROOM 3 6 b2 I �I t c CARPET - 00 8'-0" FLAT CLG. Cl) = CARPET H2 D2 ErI j ROOF G.T. r w N TIL —" — — 13'-0"— I iti 6 52 2 4 4 22. 00 G I TYP @ 2 STORY I J Sg CD 4068 B.F. CO CNN 3' z 1 I N 0 =w w u: 4068 B.F. T 60"X36" c' c )o z_ m 2'-3" ih SHOWER FIBERGLA _ _ _ --- R&S -- — `O= J — CO o0 N ib 2668 Ly — — — — — — — — — — — — — SURRROUN _' - `O W. 4'-0" - 5' 10" 6'-1 5'-4" 2 -02" 2668 13'-7z' M I_T o w H1 D2 A" lzl�M BEDROOM 2 O� 8'-0" FLAT CLG. w - 24 8 ATHI ILA %q-X-2; I CARPET o 8 0 CL ATTIC_1 o p 061 0- I G 1 L---� �1 ll asl — - - - _ TIE IrI 00 v o e0 Q Cd 0- I to _r w I U I 3 T 00 a I D2 SIM. w/ (5) STUDS 2868 T-82" -92' 2'4" 6'-10' 5'-4" 2'-6" 16'-8" 10 4'-Oz" 3'_72" 14'-8" OWNER'S ARA. M6SUITE LOFT I F_ 15 = _= H3 D2 = - rn w O Oo 8'-0" FLAT CLG. CARPET JGT 8'-0" FLAT CLG. CARPET H2 e D2 14 - _- 13 M rn ROOF _- _ _ �zo _ w - - -- (0 _ _ - - Q "' �? 11 z 10 0 u. 0 I 9-- TYP @ 2 STORY 1 2 4 5 6 7 I I I I 1 1 = J I¢ iY TYP @ 2 STORY C? F_ -- 8 I S6 r I I I I I I I I IIZNU I I = J S6 I I I I I I I 11 701 HEADER SCHEDULE MARK HEADER SIZE REMARKS P(2) - 2X6 #2 SYP W/ 1 /2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 1�7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38 184X37j S.H. 14 20X50j 184X50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20 X 72 18 4 X 711 S.H. 432 27 1/4 X 26 26 X 25 4 S.H. J 33 27 1/4 X 38 j N/A S.H. 434 27 j X 50 j N/A S.H. 433 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. j 36 27 j X 72 26 X 71 1/2 S.H. 22 37 � X 26 36 � X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 J X 63 36 4 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 4 X 25 4 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 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 DE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND 1111111111111110 • - 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 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) �R-11/R-13 KRAFT FACED CaLO zo z Q a. z O Q) cn .}J w � p U — m Ow ~ 0:f Lh o o 0 ~ C) in N Cl) W E t— - c� a ca co m.p- U t`Oo LLop on(Do �Y Q u7 O,�t m a)Q O A' BD® N C B D C lr` to RL to Z ��-�' o h w ..44 LL _ 4 C p a ij; 2 _ I� . aeCQ a Q aLL �• o oW 4 ..... 15ESS1 N � 1�o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 Q) n �>-+HMO M Q (1) U Lf) a cn•Ld' N ILL d �U�ro z < E Z WJ C:) J 0z za fa wz U z O O r "-U ZLU LU z J E�w Q J 8 � 2 o oLt,o L Oz z O U > /� L l O f z z O5 �..n V� N o o z OLu V= NOZ w J X p U U Y m a N A ` oaoa Z w _'I1 (w74 z Q obgz z Z w5u— a w W Ln r Q LLI Q z � a cul :0,J cnQzU w Ln M Z ��Z ajj CIO LU �Z O ^ _ r, ,—i a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 1.1 O ih 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 MIRROR C LIE] OWNER'S BATH KITCHEN ISLAND 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 w U 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 @ o 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH O iM O (V A. / CD I- 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER aj CN 8 itEl El CD i Vui OZ LU ) 10 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1 x TREADS (TYP.) CONT. HANDRAI L / f--J71Z THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 2MM91019M. 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. I BATH 2 PRF-F_NG FLOOR .JOIST W/ (2) KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the Residential section R311.7 Riser height: The maximum riser height shall be 7Y/4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". 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 V16'. Solid riser nosings shall not be less than'/" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y". 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 %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with %2" gyp. bd STAIR SECTION_ SCALE: 1 /2"=1'-0" GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH O iM O (V A. / CD I- 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER aj CN 8 itEl El CD i Vui OZ LU ) 10 2x12 HDR. w/ (3) 2x STUDS AT EA. END FOR BEARING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A35 CLIP TO HDR. 1 x TREADS (TYP.) CONT. HANDRAI L / f--J71Z THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. KITCHEN 2MM91019M. 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD @ 16" O.C. I BATH 2 PRF-F_NG FLOOR .JOIST W/ (2) KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stairway construction and handrail to conform to the Residential section R311.7 Riser height: The maximum riser height shall be 7Y/4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %". 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 V16'. Solid riser nosings shall not be less than'/" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y". 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 %"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with %2" gyp. bd STAIR SECTION_ SCALE: 1 /2"=1'-0" T Z o Q O aZ O Ltl � � o OJ L1.1 � F— ® N M G fCl M roaM F4 - DECORATIVE SHUTTER T.O.P. HDR HGT. FRONT ELEVATION — Al SCALE: „a _, a LEFT ELEVATION — Al T.O.P. HDR HGT, 2ndFIN. FLR. c�iv T.O.M. ____ HDR HGT., F.FL. F, 11 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed La �LO Z o — o z� Q 13 cry z O � cry w • U — w O � ZD H' 0 to 0 U W E — S N M C'caM N C co O o0 UN a� C LL op (nQ, Y Qrn Lo O V CL rnQo A B D. N C B D C `\ to CN •t'' �` 6 all N . CW L.Lr-- U IMF i111111l1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z� O N Il`O O > I—� M C:)re) < -0 Ln z a. RZ- (3)LL� z <Q U CL 00 >> u z 7 t'O WJ C:) d" J oZ z Qa a f F- V) z w ¢ Y U Z OU O Z w Z _O �-- 0 LU Q aW C , o O on LJJ J LJJ w ouJ }o f > inn W Z 3 an Z C, 3 o_0N C)�a U = ,� Z Z oo }.. 0 � ,p= rU��� _ "t O Zaoa N LL_ w p (w.7d Q Z3 Q Z c) Wawo W J Ln T--I <�w°z 0 O Z o Q Q Z P ;� a F ¢wZ L 0 M �O z a Z NZ o g = ¢z r, r-I a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 3.1 -I00 Oo M7� M -I00 00 c»� T.O.P. HDR HGT. 12 5� 2nd FIN. 12 Z::::�5 FLR. CJ / WEEP 12 CJ / WEEP T.O.M. )R HGT.--------- ---- �� ROOF TO BE F.FL. 2nd FIN. ---------------- FLR. T.O.M. )R HGT.---------------- F.FL. REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed cD Z M 0 —0 z CO z Q J a- U) z Q Q) C 4--J LU 0 L) — w OE~ C �� o0 U W all -8 0M M C (9 M TM co Ooo _ aai U N -LL00 O Y ti C Y U) O Qrn rnQo A' B D N C B D C � lip r 041 cr NT ai �e \` o arc R COLQ •i MHO\ O J Z �,�� > ai o n� GJ Z --O F 'p LL13 Z E� i�'FES• a W N o�{fP1111111 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z fV O a) r-, t~ a-+ p M O (n M rN 4-1 Q 0 d (n 'L_ U_ Q ^ oC U fua o Q E u fD z WJ C:) OZ sO UJ p Zad U) ~ z w ¢ o n VZOp O zOwwX Q �0"Lq ` LO C W ." Sm!,o W �— _I W oLn Z o >V > Ln W Z Z z u) C: 1 /'1 W 0 N o U _ = z Q Z z Er Q 89 baoo F � C � - W UC ¢P¢ 0 0 V w fV, Za ao¢ Z Q oogw z W�,o z W di a � Q W J rl Lij Q N 0 Z o uJ a Ln Ire Q z a W z *k LI) z Z a � m g W = o az LLJ T-t a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 1I111111C 2 1 " 2" "NOTE: VARIES 1" RADIUS M N r- c� N iv 00 - `D FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. = � (V 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" a J�E 4" 1/2" RADIUS 1'-5-"� a VARIES � 1" EDGE OF OPENING '- VARIES Cj c%> (V 22" VARIES 4" 34" 4, MIVr � Ala r 4' 4 42, r cily 06, 3" T-1N 4" 4' 2„ _ �`'� 1I I clo M� VARIES 12" i„ i `2 `2 rM 32" 11" 3z" 1 „ 1 „ 1�_8" Li 1" 1 1/2" RADIUS 2 1/2" RADIUS 12 VARIES BASE r-N LO C.o 3., cD "NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2N 8" 2" 6 V_6" ill1' 4" C° f �IV 4 y 12" CO 0 �' • 4" 10" 21 �� 4 -" N C7 3 4 _ 10" 6" � i11 751 6" 1-1/2" THICK 1-1/2" THICK - r U 2cv 2„ 4" 3" 1-1/2" THICK fn W Q fn W Q ch 24 Sri 5z 2'-4" 1 5 52 _ 00 IN 174 4 N 2 4" 1 2' 1 12 0 N O VIC CD SIN M w - ^ro 2z" VARIES VARIES I i r4l" 8„ VARIES VARIES KEYSTONE F11 o OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 `6 OPTIONAL 3" 3 3 4 4" WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED _ r--------- I N I (V I 00- C° �Q to 6 f--+f M VARIES • �1 Q^ 1 41 z a raft• o iv iv [Z&4ar" d 2 : 2" 00 to 1 d NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" 3'-0" 4" 10" 1'-4" 10" 14' 1'-64" .4 T o (D iV 12' 54' 2'-1" 1'-12' 54" il 1 -4" N lV 7 N Oo o CO Mr (� TIr Rs 4 M- GENERAL NOTES: (V� O -J, M • • • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH 0�1O zM 0 — o z N z ¢O J co z Ln 0 Q) n c (DM w U w 0 �N ~ o 00 w C f0 M f6 'a M CN — U O O -17 al U ALL 00 C° 0) (0 QO O Y o 4 rn LO V CL rnQ o A1 B I N C B D C .� m -, ti N O � CV to C N •_OV 0 C, 0 OWNO OM� Z WO —Z C �z O J`.0 IOn U a) C �giW LLCWW rn Z z �U) _N 9 0 mm LLH � E. 440) N8 W N Q M -' O Cj U 0O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 Z cV O a� HI 4J ►>-+HMO M Q U- fl. CO z a� U '-4 Q E00 z�� W J�� d' dz �o w� za f a w¢rra OU O 0 K H j z Z J 1��.cy Lu Y � � J oM5 F— oc ]� W Q ��O w Z Z Z Z Qz Ln z �3 o o -� N O �a U = c �f Uj Jj O X pQz W v a coa fV Zaoa 0 Oz (Da¢ 8 Z a � o f LU J Ln r-i W w � ou W 2:Q o z Wse� Lf) M Q k aZ Lf)QZ a z o = r, SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION NO. 10 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. POWER CO. INTERSY; BON TERMINATION NEC 08, 250.94 J 200A INDOOR PANEL CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. opper to lights & outlets opper to 20 amp ckts copper to WH copper to Dryer 2 Alu ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET � G F 1 GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ,?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ll PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER mpg ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN Gr:) (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS VERIFY METER LOCATION WITH RI In nFR MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" 0 Z M O o Z Z d O J O Z n�n' CP) �W W V W O CLI m ~ 0 � ~ �� M o0 m � U 1u co LU Ep U Elm C(6 M co N O O O ai rE:00 C) cn a 0o rn a �- Qrn rnQo Al 'abe N C B• D C f ti o CV N co � CV g � fn 0 rn p 000 o O oc) Z o Z W —� � M � C _ ` A/ r ti N - iW co M N W u. a LLJ Wa C tL UQa�r� Z z rn 0 00 _ C N O m LL WaNaMr �o Oi— OU U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O a� �(nM00 M Q '0 (1)LL� E- rS ^ CL' U a OC) Q �✓ E ry Z CD WZ �O [t" J oZ �o zaa fa Z w ¢ iY a J zw�O w� Z 0f 0 }a awa Q 2)o OU w N U oa oa s_ w oZ Z 0 > `/Lr- ` : Lr) Z f l4C Z FY W g N Ln W NO �a ao 0 �fU orRZ0�Y Zo 4J VW M E-L oQ Zaoa w a J �/ C7aa� Z ���o Z LV ,�-1 Lli di a a a J rl LL! NQzo Pia Ln M Q Z ��o Z anz a �z m � - ¢z 0 _ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 4.0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �&w P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET OQC HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN e� TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN t EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ID PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT PM ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (M (1) PHONE LINE, (1) DATA PORT POWER CO. FEED — INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O2/0 or 410 SER AIu 200 amp tr 150 amp 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 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 - 2011, LOCAL CODES AND THE LOCAL POWER CO. RECEPT. FC- - I I I I I I I I I I UPPER ELECTRICAL PLAN SCALE: %4"=1 r-Or' Z � Z Q O J d z O Ul) nn' Q) cl3 W •fJ — W O 'm ~ O o0 ` V U a) M Cl) W F— U a cu E2 M - O O O �� ,:LLCO oi� �Y Loan Qrn rnQo B D® ti N co L N o v rn O o00 O ic) z Z W a__0 Z —_ C z J ._ _ A/ r LL tL N W (n N M N CLL W 0- tL O W Vaa.-w ago g �z o 0 H o � o'm W o m m aVQM J� W N U �U 0O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z " O N � W � M O Q "a LI1 Z a cn � V- V) e-% N Q LL QC U CL OC) ZZ Q � E § fu Z WJ C:) d- J oZ x ;V) uu za aQ �F Z Q wa�� oQ�o Z W W Wa —azZ J �2fw }wino �to�o U L Ll. Z Z Z � N ` LU N Lii J Lu 0 o 0 JZ L� U = LL LU o < Y 1= Z LU CL Wiz¢ cDaQ a � Q Z 0 X O p qQ ce Z J t1J �o,�o W ���C) tJ.! Q O O Z U uj g Ln rn l� Q Z Z a,Z a Z tu ;'Ic NZ coQ rn a = aZ .--i to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 4.1 VENTED SO 40 SQ. FT. \/CAITCn Of"=IT An V LIV 1 LLJ %7V1- f 1 I "t I SQ. FT. 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 SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o f vented INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1535 1474 211 737 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT OFFIT 'ENTED SOFFIT SQ. FT. ZONE-1 ATTIC SPACE 35 SQ. FT. ENTED SOFFIT SQ. FT. 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq, Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed Z o — o ro M Z Q O cn �--� w •U — ur O ~ 0 u CO (n o 0 U ILL!C I-- —c� all N M f0 M 2 M N O`oo -r 4) U(D su.Co y'1 Y 05Qo Ln O "T Q CM Q O A B 1 D NC,BDC ��► v C, W V " <.CL _ LL2 ~ a Z; 3' �ZO�moa. Ea)2 � Z-1 a Cn N �• ���. s�,, J � o ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N n ll�-4 }' O >01Mo M Q - Ln a- (n •L I- Q U_ zz cl� U QOC) Q E M Z C:) LULU 0z w� z a f a F. r w¢�[r Uzop U. UU Zuw� I-Uzgz s p w Z J > a0iq 0 ' 0 UFO L' LU ZZ z o ! �z w g z DC L0 F_ _0 o z O uJ o� G� a' XOU O U � m a a a N z¢�a <<3 Q oog� Z wa w w J Lr) 2:Q W < � oZo aa8 Ln M Q Z Z Qz S Se m Z W J Z ¢Z o g z � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 c c a .4„ 6'-0" 6'-0" TYP @ 2 STORY J S6 '-4" ,. 4' H.B.+ I I„ 3'-0" 5'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Z J 7 L LI CONTROL JOINT DETAIL SCALE: 11/2"44' ■ ■ ■ ■ ■ ■ ■ ■ I................ C� 2 STORY,;•t �I I REINF. SEE NT BAR OE FOR z CC (2) #5 REBAR FND.OFOR QUANTITY S3FILLED CELL VERTICALS w/ in; b ■: I I I #5 X 25" X 25" CORNER a °' • ' r HORIZNREBAR,EA. TYP. U.N.O. II L _ill 3 I I I I , ••• • •••• �• .�,, •'. _ "*Alternate: L� J1c75 I - I4 I S3 I The reinf. bars shall be cont. around corner b cold iv10'-6" .I•••r.;•••r.; •r.;• •r.;• ••' bendingthe bar w/min. r - - -,n 4'-11" ■ • I I I I -+- CJ I bar lap of 25". II jr_--�__ I I CJ -zar -L�TYP. CORNER BAR DTL. LO STEPS AS I 3 1/2' SLOPE REQUIRED PER I LOW WALLS I CHASE I — I I SCALE: 1 1/2"=1'-0" FIELD I TO CONDITIONS : ISLAND ■: 3-1/2" MIN 3000 PSI CONC. RECESSPROVIDE 1 Y2" SLAB FOR NANDO FOR COUNTY ONLY L 0 o S3 SGDMASO. REFER TO 3-1/2" MIN 2500 PSI CONC cn I -3 1/2" I OR WIDTH SLOPE SLAB V SQUOEEN VAPOR I 2 STORY ( I BUILDER TO PROVIDE I BARRIER I _ ` APPLIANCE PROTECTION CC (2) #5 REBAR L_ — — I r �� WHEN REQUIRED PER FBC 33 VERTICALS w/ in I - N �' �1 FILLED CELL ■; I -rCJ I rr---------} —------� cv N o , TYP @ 2 STORY L — — — — — — — — — — - - — — — — ■ r r J `'' S6 PROVIDE /Z' x 9" _3 1/2„ 2'-6" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR SLOPE �/1// (3) #5'S E.W. ■ : I 0 -01, TOP OF CONCJ PAVER TO BE 4" o L o BELOW FIN. FLR. v S3 c� I � I • ■ nTm A.■ • I I STUB UP - 1, 9„ ; 0... :::::: 13'-74' : :::::: : . ■ — — 2ND FLOO I FOR A/C G I 2'-6" x 2'-6" x V-0" b� S3 t� I W/ (3) #5'S E.W. o iv CJ 'Gd r 1i C "' J N - - E- I I- - - r 19'-0" I L. 5-4is t_ -it I INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY BEAM W/ (1) #5 REBAR VERT I _ : I I ABOVE SLAB TYP @ ALL PLACES I I I SHOWN HOOKED FTG. DOWELS 5" `n co EMBED W/ 25" EXT. ABOVE SLAB iv ZID "GRADE 40 STEEL" HVAC CHASE ■ ������ BASED ON L�0'-01, I J j ( LOCATION 5'4" .. 16-31f S6 d o0 00 ............... ..... I......... i .....i ............................. TYP @2 J STORY S6 5'-4" 2'- FOUNDATION PLAN SCALE: %4'=1'-0" (D z fh 0 O z C° z QC O J O Zcn' / i W u) 4--j w p 'U — w O �- � 0 l%9 o 0 U W t— E 0)M ccaM N 0 CM 0 — U O 0 U L lL 00 U)Qo 34 u1 O cr < 0 SCL ao N C B D C �. �\ }(ML N •w Q � Ita 1 • r <, CJ%1 m m O U U F— To the best of the Engineer's knowledge, inform❑ation❑, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z n 0 (3)1,0 r> C=) M Q U-) '(0 Lr) (A i Q a) LL Ln 00 Q E fu Z W J�~ d' oZ o �o za Ea z WZ- oaao J Z w w �nwz OL �0,-W au°�0 �8�o 0 W L— ZZ z O � Lr) Q 0 £ z Z g :D N O �3 0 -0 U— O U =� J LU z F J U oz X O CJ W O J fV z 0a �aQa o��o Z w CY LLJ Ll) di U- 0' —j �--I LLJ U) o Z o Ln c+� Q Q z LU a w ° Ln z Z = Cy InZ O L1.1 QV) z ui rn c=n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO' 10 SHEET NO. 6.0 - - - - - r.aa:. i 11 are ALI A 11111.4thi., u.xw:,d,lir, -- - - - — -- - -- - BE UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 1Od 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. / 18 10dxl-1/2 HTT4 2715 518" ANCH.120 10dx1.1/2 J HTT5 4350 3740 5/8"ANCH.12610dxl-112" HTT5 3225 5/8"ANCH. /(28) 10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 1 4505 37 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS °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) (+ 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 I-). (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 92 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 ePLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. 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 SHEATHING (SEE TB13 FOR NAILING INFO.)- 2x CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x4 CONT, RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END 8d NAILS @ 24" O.C. TO BLOCKING STRUCTURAL SHEATHING 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS i,SEE PLAN Y TRUSS BRG. CONNECTOR AT EACH TRUSS, SEE PLAN LINTEL SEE PLAN C031 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = 1'-0" MAIN FRAMING PLANT SCALE: %4"=1'-0" 0 !P0 z M OZ CO z� Q J CL z V) 0 QN L3J p 11J D U — O � ~ 0 C%i YZU o 0 w E —8 N M °c' cu Cl) roam 6, 0 �� L_ LL 00 O Sao U) a� o <Ctn rn¢o A l B D® N c." D c / 11ALVIi .N�t��t 0 W,09 :� mZr y tote UT -Of- w '� N QLU -Itu% >O a t r Q0. ,j LL fur.0 d us v`°J �� d�N a `/��'rtl itr1%1� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i CD C) Z N O a) r-, F-4 4-Jo M C:)M Q Q ILL C" - M Ee U CL � Q u MWJ z � oZ za f a Q r~ Wz 92., --� FZ W u J 0= S = w z C 2 J 9 S8�o `J z L W Z Z O ' Lr) QW LL 5 Z N Lr) C -0 -0 N z a o = O � LL LU O atY��Q�Q xILL 0 - O X O V O a a N LU ce � < Q .z o �u z W:D a � W ILL] J ' , /� y rl LU W 0 Q � -) ���Z� Lii M 2: Q Q z u a ¢WZ Ln z =�a gZ o ,� g = a z r-1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2nO SHEET NO. 7.0 10 DRY 'KING UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 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. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH. l2610dxl-112" HTT5 3225 5/8" ANCH. 1(28) 10dx1 -1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD78 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 1 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 {JI¢ STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" �r Z M — o Z Q J U) Z U1) CD �to w U — ut O C c� F- 0 ~ o 0 m N U L U —8 allt— a) 0) (0 M 2MM Ooo (� V rn �L'-00 O Y ti " Y to 0 q Qrn rnQo A 1 N C B D C NN N. _ 00 w� o) . towo lu_ •nisi :ailiJ (" 11 �.a o 4 ;,. ° ` tea\ 04 �lP6tis4���� a 0 I- c� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N O aN 0 o l>-rU-)Mz O M C) Q (/) a cn•Ld' Ln Q LL I— Q. ce U a z Q 00 � u z § E ro Z W 110 oZ Zw¢a << z r~ w a VZOp Z Cl w D Z 0- = � Z Uf J 8 �o z ° -�0 L oZ Z O Lr) U z Lf Cr LLLn 3 '^ 1.•1 J N O OO o �¢ o = LL L LLJ 8� a. o O ¢zo x�V O N.; cr_ z<o¢ Wog LU rg a s 1—u Z Z Lice W Zo Ll) M y- Q Q Z ~ Q u J Z Z U 8, o Z g uLU Qo SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID O W �U O #5 BAR CONT. 81`12-1 B/1T k "V LINTEL DETAIL SCALE = N.T.S. I E 12 NE 10.0 .0 00 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = C7 J W 8F16- B/1T Q z CO o m tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cif precasMintels = 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. #5RE MIN. BAR CI'D (1) REQ'D 1/2 CLEAR ALTERNATE POWERS STEEL LINTEL d 0 d G d 4 .M.U. #5 REBAR AT TOP 4 ° - D d ` d a MIN. (1) REQ'D 1-1/2" CLEAR d d 4 < GROUT f J 0 Q 4 d cn F 0 ° . Q C.M.U. 5 REBAR AT w 4 BOTTOM OF ? w w 0 o LINTEL CAVITY V (n' ` `� `0 -BOTTOM 0¢ Ci O z v REINFORCING Q ¢ 3 M J LL cr 7-518"ACTUAL PROVIDED IN LINTEL in Z- O ui' ¢ _ - b 5 a t" w 0 cO D D Q L Q #5 REBAR AT BOTTC AS INDICATED " NOMINAL WIDTH (VARIES) CO Lo¢ a n o 0 LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)1/a" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ %2' EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 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 UCTURAL SHEATHING ACHED PER NAILING IEDULE E PLAN VALL NOCKOUT COURSE 1) #5 CONT. PLAN FOR FILLED CELL CING 1 WALL SPLICE DETAIL g SCALE: 1" = 1'-0" O 5-8" LL LINTEL PLAN SCALE: %4"=V-0"', 0 r Z M — o Z Q J d Z C n�n , Qw Q •U — O w ~ E o0 uZD F— m I` U W E �M 0)M M N 'O - U a) O O O C L lL C0 U a) a)u7 U ° no O 1- Q 00) Q O A1 N C B D C fL�Q .,ow ... _-I .. 7CP O .w, ��� W O I� CIJ cce) 1-- ��, oo � �� M k J ���,�, `c LL W V ¢ CL-,— 'I 3 414 _ �. H- S�oC the1 CP ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO a) �0 l/N V / 5 W O > U)M M O ;-+ n Ln •L � a cn CA ON Q (1) — Ln f V fl-coo Q ' Z WJ C:) MJ OZ za f a w ¢ - a UZOp �'-"�U zww� w� C�Ou8 ) �L O U 04 L F O z Z U Q U Z Z Ln 1 N0 Z U = J J J a �� J W �oz <N,P T-0,211 X8S O J U a m a a N A 1` J Z¢oa w O J LaQa Q Owce ° �u Z : Z LU V) Ij.j w p, w U w j a WL o J � L l � V) ~p Z U o9a Ln M Q < Z 98 ¢wZ �$ ZLn Z a J Z 0 � Q J = Ln z a UJ r, a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO- 10 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 BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMI CALS THAT ARE CORROSIVE TO STEEL. S IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL WITHIN 45 DEGREE 0.79 RAD OF HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. S( ) 1 E 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9A THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 3. ARE T BE I SEALED BY A 1.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS 0 SIGNED AND S A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2. 6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES 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 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4,2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6.R WHEN PRE ENGINEERED TRUSSES ARE CALLED F ON THE PLANS THE 0 MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy= 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E _ 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andgtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - CC n rete overpour and mortar along the foundation perimeter must be removed �e�fore exterior soitreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1- All buildings are required to have pre -construction treatment. 13, FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �too �Mo 0 �o z z J n.. +� Z cry 'U - LLJ 0 F- E t/i U UJI E I_E --8 N cc i c' m m N Ooo LL00 a . El mdrn � C,. o U) O �T - rnQo A � N C a D C 'OL _ NNes • ... .1S G co 'V C ® rn fy O c% z •co :ern NLU '� LL= A z LLW o L) To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o O N r-, r-� 4-' O i>•-I M O M Q (!) (0 LC) a cn •� d- a U_ Ice v a 00 00 z Q E ro Z W oz o w� zaa z ago oo8 0, zwWa�a 0 z Z r0J �woLo oM�O cn LLl o� T o Ln 0 �z Z � z IaC � Z U-)3 Q o N o Q U _ ZD J Lf C) ZD� LU o= I- x O �J Qo XOV cwJ � m a a \ Vry +C/, � ZOJ U, Q oI­U 2:0 Z Z CY w W J �: ri LU L11 jaCo1- n~QQzv Ln M 2: Q Q z WaF ¢~z k to L1� Z a J Z 0 Q J = a LO z Uj rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" Q - c� STUB -OUT FOR 1'-011 o GAS METER O o '� b � o_ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 01-1 15/32" CDX Q PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (u103 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking 1/8" gap ° FILL CELL STD. 90° HOOK BOND BEAM 07 w `t STD.90° CONT. #5 CONT. #5 BAR � HOOK BAR #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 gap 2" min. 2" max. � 4 max. y 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit "� 7 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Under cuts. N.T.S. -Under 2nd floor column w/ Inads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max, along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BCI6500s® 9-1/2" 11-7/8,1 2-8d 2-8d 2-8d 3-8d 14" 5-8d 16" 6-8d BCI60s® 11-7/8" F2-88d 3-8d 14" 5-8d 16" 2-8d 6-8d BCI90sw 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing beam below Load bearing wall must stack over blocking and wall or beam below.* Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. k��� Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10dnails SECTION" INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 6"" A 1%" 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 1Y" �SYMI 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger USP MUC 5/8" � THRU BOLT US ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I —III —III —I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM J SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION \I/ I —GRADE _173MKIr CCE rn nr.i \ 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 7. 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. rv%. �.nrix 1+ l SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" v CENETERED @ PIPE PENETRATION 12" BELOW GRADE a e e. a '4 c PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION q e a PVC OR SCH40 SLEEVE PLUMBING LINE a '. 0 c'e � e �\ v • CO e „ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE a e,' a A d c 'd e e SEE FND. PLN. SIZE & REINF. (D CO 0 ID �7 z� Q I CL t� z U1= Q '�--� LU LU 0 ~ 0 ~ o 0 m04 04 U LU 1— 8 Rigr0 co co C M M M M O oo U .:5U_w U) L Y QoJ o 0 LID O rnQo A 1 B D. Nc BDc `� \ of/f !� . ..... Q- �SEN N �11 P. 4.0 UJ r, a UJ LIa z V wM •' Of N r asC lL p. `tom v C YJ L.jJ - a pper' �. 7 l C �y C � Qi 4r+ NO W N'� 0 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 'j CD O Z tV 0 W N CD M o0 > (n M Q a- (n •� d- Q ��� oC U rill � a E� Z to J � W d- oZ Io Za a¢ W<�� UZ80 ZWZCr W �rn a a- 2 oo lZo HFUo L U) L LI oul Z O r > L.() 0 Z Z G L J Q o N a O U U � o� o= o X86 Udma PV A (/) z¢g� W6� Q p Z Z W0�o �o�W W z LU Ln 2: Q W Q z dg,-� W 98 aWZ Ln M l0 Z a� O ^ 2 aLn Lu n +--1 0- (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 i ti 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16 AIL H END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE WHEN TRUSS ALIGNED WITH STUD BELOW DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @MID CONNECTOR U!N.0 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,ci SLAB & BLOCK SP SPT22 CONNECTOR "J" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" () 6 x 6 W1.4 x W1.4 co 2"°x3/16"PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH ``' " ELEV. 0'-0" � O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 PITCH >4:12 (2) LAYERS TYPE I OR TYPE II s p ° ° a@ A.F.F. �� 24" 0 2 ) F OR FIBERMESH . WW @ 24" O.C.) 2„ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. P. = WI I I=I '" 6 ° (I= I I -I I=J= -, _� — • I' �I I WI 11= 11=I I I i I=I I MITI ° ° ° a ° ° ° ° a °a ° ° ° ° ° 0 ° ? ELEV. 4-3 1/2" f- a p A.F.F. 3 1/2" MIN. 3 1/2" MIN. REQUIREMENTS SEE R905. 12 PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. ; i W= I I I ' _ _-_ I "' I' -1 - - �I I III—IIIEll I ° ° a a ° 2x4 CONT. ° g ° ° a I I° ° ° ° ° 0 N 1= 31/2 (min.)- -_- - i „ I —I I I- I I=I I I I III- „ 4LL��7 111=I I WJ 11- 31/2 (min.)- 4 - - i — — p •• �I I I —I I I- "(min,) =1 I I=I (TYP.) VARIES HURRICANE ANCHOR @EACH�TI=I TRUSS (SEE UPLIFT scHED.) w/ METAL PL. UNDER EA. TRUSS i t =1 i I CI I III-i i (I=1 i 8„ 1 ° ° a ° ° GARAGE DEPTH VARIES ° ° ° ° ° 31/2" min. - 4" —I ( ) I=III I 1=III ' 1= I I f Li- I � I„�I � I„I ICI= i' 31/2" min. - 4" 1=I I I I i 11= W I= I I I I=I ° ° ° g _III=1TI=I (2) #5 CONT. , ,I =1 I (2) #5 CONT. 4„ ' rr-I I �I -y " I I " g 4" 1'-4" 8" MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc�� TYPICAL BEARING WALL ct STEPK'CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 " „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-01, S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP STRENGTH CEILING EDGE . BOARD PER CODE OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �1� pis• W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS @ 7" O.C. SHEETSEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. gooN °�s \ (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8' C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C ,/ ` ° FOR WALL HGT. <_ 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR „ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR cC.t G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. STD. 90-HOOK SEE DETAIL ( ) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) .s (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T, PLATE 20" MIN. LAP [24" MIN. LAP] BAREINFORCING E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1,4 = N c1q_ FIBERMESH WEEP SCREED INSTALLED ¢ END OF 2 PLATE WWF OR FIBERMESH ARCHITECTURAL 2x P.T. PLATE ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR W o M o D 1x2 PT WD FURRING @ 24" O.C. FINISH ' ° GRADE - o D - z oo #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a [ GRADE 60 MIN. Fy= 60ksi] a p o =11 I=111=TI II p . 1/2" GYPSUM WALLBOARD 1 #5 VERT. IN FILL () CELLS (SEE MONO OR STEMWALL z 1---- co -0 I=I I p. FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] a g "' I=III—III—I I I I I I I f=III—I I I— I I=I I -I I I I=I '• • I =I I-1-1' U.N.O. FOUNDATION PLAN FORLOCATIONS)p ° FOOTING MONO SHOWN o o � FOR CLARITY ° _ _ _ ° o D p I—III=III—III=III—III= —I 6 MIL VAPOR BARRIER =III p p' I- -r I I I p - oo _-__- - - _ I I=I I i—I I I=I 1 7 I— N z I I=I I W IZI=1 Ij=i I I- #5 REINFORCING BAR R 1 7/8" „ T I I III —III —I I —III J—III III- ,- 1 x4 P.T. BASE NAILER 4"x4" INSPECTION ° III=1=1=1=1=1 I- z I-1 I I-1 I I-1-1-1=1 l I I • 1 1 II '- I I� #5 LAP SPLICE (2) #5 CONT. -III-1 I I=III, , I I -I I, , , I 31/4" BASEBOARD PORT AT EACH NOTE: _ __ g ° D D I = =1 = = = N T *FOR BEARING WALL I= 1= I I 0 0 , COMP. SOIL. (COMPACTED TO -I I _° _ �I _ — — — I II I ICI I II -_ - - - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) g 1'� g„ FILLED CELL TYPICAL = = =1 _ _ W/ UPLIFT ONLY - - -__-- o 95 /o MODIFIED PROCTOR ASTM �- 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR III=1 I=1 1=III—I 1=I III=III-I 1=1 1=1 1=1 1=1 1=1 I 1=1 =1 1= 1= =1 -I -I = I = = =1 =111 I -� D1557) III III=�=III=III 4" V-4" �- III=I I-�' #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR it - T„T I=1Ti-Ti_ #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE .= CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG w1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE „_ „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: „_ �_ ,� 3/4 -1 0 S3 SCALE: N.T.S. S3 �,_ ,_ �� SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. Cl) I 00 I >wli 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° ' 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH c; MIL VAPOR > TP_ Z � ,6 min. 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS MICI—= r BARRIER ; 4 _ a a a - � GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO °�N a • • COMP. SOIL. � - TO 95% — I I - r = a 0 - - - _ - - - • -_ - - - - - - - - - - - _ _ — v _ ' �' ' �' iTi ITI—I TOP OF BEAM & LAYOUT DESIGN a - - o I I IEEE ° (COMPACTED I :73 __ -_ - - -(1) #5 REBAR w/OPT. - SEE ROOF PLAN - — — — a' a ,_ a A MODIFIED PROCTOR -I ASTM D1557) - - -_ =TI-�_-T- I I= I I=III= I=S,Cr�2E �N_FNCLOSURE -;i ; i- ' 1 FOR STRUCTURAL r _ I=I I- MIN. CLR. -I I_ IIT_I-I �����_ I I 2x4 P.T. BEAM SIZE & CONNECTION INFO ch _ I a 8 a _ • • (2) #5 REBAR CONT. 4"' 118" PLATE ON 3" CHAIRS TYP. 4" 1'4' STD. 90 NOOK SEE ( DETAIL) MIN. O.S.B. ,,,gU.N.O. ® i i 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °�� COLUMN LOCATION zo ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 - SCALE: 3/4' -1-0 S3 SCALE: S3 U) w F � > SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x > LU SLAB INFORMATION. 2„ HOLD GYP. BD. M SLAB 1/2"CONT. �_ LU Uj U-1 SLAB STEP Sc RECESS S.G. D. rM 0 -0 BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 "DEEP - SCALE. 3/4 1 0 S3 AND 6" BEYOND DOOR TO , ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT _ ° ° -3 1/2" PLATE MASONRY WALL AND 14" O.H.D. RECESS 13" O.H.D. O.H.D. RECESS _� ° GARAGE wE 1J4Rx3�TAPCONS AT 8" PAD FOOTING PAVERS z � r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- EXTEND FILL CELLS M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN To FOUNDATION PAD STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. T ' —III— — Y .• -1 I_I I —I I� I •, ' I I W I I- _ 1L�� '• ' _ ;� ;i�� I •: • .Y , ' _ r I I PLATE TO CONCRETE (MIN, SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, r> _ z 00 GRAD a ° -III= . ;. : 4' —III—III •'. :.: .. _ I oo I- - I-� _ a.:. j oo —III—I I •' 4„ _ 1=I I —I I : ' �• : I I I= T TENSION 120#) CONCRETE SLAB = -- _ 6 x 6 W1.4 x W1.4 T M SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS w -� - _ ° a = ° a ° • = = = (-� . . Q'a ' •., • -1 I I—� ` , i . �.e• ' ". •,; I I —I I —I _ as C T WWF OR FIBERMESH �,., FILLED SOLID x Z—III—I H w o - =111=1 I —III —I w -1I1=1I — I1=1I-1I1- v =1J=1I :•�: `." . I —III= �� I I=1=I 1=_= I I I=i °° € _ r\ _ a 11= BRICK PAVERS or SLAB PER o W w p p = • °• Z -- —_ - z ¢ _ I SEE A/S3 OR J/S6 -� I I I I I= I _ SEE A/S3 OR J/S6 -I I II I I I1=, I f I II I f _ N 11=1I1= 11= �'r1 a °- „ 0 -0 FIN. FLR.� COMMUNITY SPECS " � _ _ " Q - _- - -_ - - M 6 MIL VAPOR == li'- -h-� - - - - r ! =1=1Ti=1Ti= =Ti - = = = =III=III =1 1=LU = = = FooTING i l I �_ , , I I i— i ,I rl i i; _— III— - III I I— I =1 I III= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER = = I = =I 11= =� I- = - I- BEYOND 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) =1 I III III III=1 �' — — —1 — ;, . , L ''; "'' �. '. PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 STORY) ( ) 4" 4" ~ SEE FOUNDATION CONC. PAD INFO. FOOTING WIDTH • SEE SCHEDULE GARAGE DOOR SLAB RECESS ri GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG.(**K� TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0"s Z M O O _ (fl z Q O Q) cn w p 'U — 0 Lu of i- 0 U LU h E —8 N M cmm T M M 000 _ U(D tU-00 ~3 rnQo Y Q rn LL7 O v o Q o A 1 B D® N C B D C =,�a -VN ti t.l , N 0 o Im tz To the best of the Engineer's knowledge, information, and beliefI the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 a) r-, t>-i�MO M rn < -0 Q U- I.f) ..-. pCUAa j Q E Z CD WJ cz �o Z .- f a t U) J Sao.& oQU Q I— Z Lu U O W Z M��--yy J M 0 Ix C' O H��o J w J/ Zo z zW Z r%.., 0,6 va3 a� U Z N 0 0 z ° = a M �< o� Sao o Z 0 N LL- zap" uj¢Qa Q Z Z ,�-I � a P W Lr) Q W Z � a Z, Pi5a Wi5< �WZ Ln M z a� z o ^ :5 = a Lu Z r, a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. S3 (MONO) .1, ��-.F-- LiTI - -- I I I I I I I i I — — - ­.� T — F i I III. I J I � d i A A �7iQl � (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE TYPICAL C.M.U. WALL 12 PLAN 1/2" MINIMUM CEMENT FINISH PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE \ t SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS 2x DEAD WOOD @ MID MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH. FIRST LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3)12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT PLATE EVENLY EXTENSION FROM EXTERIOR INTERIOR FULL 8x8x16 BLOCK CRICKET AS REQUIRED FACE OF BLOCK WALL IS 21/4 USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ ❑ TO DRAIN Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING _ J FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4 O.C. FROM EACH HEADER FACE EXTERIOR ❑ BOUNDARIES 6' O/C EDGES & 8' BLOCKING ( ) TO BLOCKING WALL CLEAN -OUT rA WALL ❑ ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 ❑F111 A ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE LJU REFER TO WINDOW PRODUCT APPROVAL 71 COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. D AN MOISTURE BARRIER [MAIN ROOFST USS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW r1B MASONRY LAYOUT UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1W5STDR90° HOOK IN K.O. BLOCK (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. DOUBLE 2x4 SPF it) FOR ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) 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/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ° as ° o ° 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 RUSS BOTTOM CHORD OR 2x4 FBILOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN DOOR STOP PSPN516Z w/ (12) 16d NAILS SEE PLAN FOR MORE INFO w a a TOP SPLICE ° ° z ¢ ° ° MOLDING 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS LL 2x TOP PLATE '— � GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR sag* SPLICE STAGGERED EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. i 1EPDXIED TR W/8 MIN. 8" EMBEDMENT • @ 10d 8 0/C *MAX 5/8" W/ 5/8" W.A. W/ 2x U @ 24 O�Srq� 51/2" MIN. EMBED O.PROVIDE P.A.F. NAILS OR cF 2x P.T. PLATE EQUAL @ 12" O.C. A SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK ATTACH ALL EXTERIOR STUDS ® UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE a W/MOUNTING ANGLE W/ (4)16d TOENAILS TO TOP PLATE NOTES: ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _= PORT EDGES & 8" O/C FIELD = @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD BLOCKING (TYP.) O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. �� SCALE: NTS S4 2x P.T. PLATE OOF TRUSS PROPERLY,O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP rc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT G 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK Ir SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL F �7 SCALE: N.T.S. 54 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' 1 (2) 1 (3) (2) 1 (2) (1) USP LSTA30 9' -16' 1 (3) 1 (41 (2) 1 (4) (2) USP LSTA30 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR r w T REQUIRED CONNECTION T o SFFp/N�Ow �N 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 SP SPT4 ROOF TRUSS ABOVE USIP 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P USP SPT4 NAILED INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING STAGGERED TRANSOM FRAMING FRAMING X P.T. SEE SECTION AA/S1 LATE AND BB/S1 FOR 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY USP SPT22 K.O. BLOCK W/(1) _J-BOLTS @ 24" O.C. #5 CONT. & T SP SPT4 USP SPT4 MAX FILLED RECESS LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED a a I I MASONRY AL RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) @ 12" O/C FOR 2"x10" OR ° 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d p TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. B USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 )/2" @ 24" USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. 1 (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN 10d NAILS @ 8" A K/S4 IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED SEAT FOR BLOCK IS POURED ONLY 12d TOENAILS. G o IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS BEYOND.TRANSOFRAMING CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O. 12d TOENAILS. OPENING TRANSOM � TROWEL FINISH SEE ) LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD GARAGE FLOOR SLAB 8x8x16 C.M.U. o E SHEATHING GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 FOR DRAINAGE CONNECTION ASSEMBLY BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B -2x STUDS TYP. GARAGE FLOOR TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HT D U.N.O. SEE N/S USP PLYWOOD ** HOLD DOWNWN CONNECTIONS SPT22 SHEATHING NOT REQUIRED @ BEARING MASONRY Ftiiy WALLS NOTED WITHOUT UPLIFT RECESS /�SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL Q LINTEL / SPT4 USP MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° SPT4 PLATE) a a a ALTERNATE: SEE PLAN FOR FOOTING a BOTTOM OFMOUNTINGB E P.T. BOT. PLATE 4 ° ° 5/8" DIA. ATR EPDXIED POURED CONCRETE BASE FOR DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. 54 S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) � r 7 cM O Q co z J 4- w 0 0 w �- 0� 0 '— o o 0 m r` U w E --8 N M C m cl) 2 M M O `oo = aj (D f I! !!I U N LL 00 0-00 O Y I` " O <Crn n O. O � d� rnQo A' 8WCIA N C" D C Ito •CV q N i z C5 IN.��\. f LL>u 0 CA. W d,c�y`'l�SIi41:1 7o the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O O Z tV 0 HMO M Q CO Lr) r1 cn •L d' Q LL Ln oC U O Q Z to ... J � W oZ Za �a Wa-:,3� U z O p Z,z¢ F� Z Z �ofw M O. O1�o U Frc OO L Z z 0 Z Ln z c'V z 0 OU _ W J Q LU x o� 2oO 1x9 - _�' OJT' �'.._ LlJ x88 VOa'oJOa fV Zao< Q ~90 Z �0o Wa W LU J Ln --1LL LLj j o 2:Y QaQ zu a Ln M Q Z w~~ a i Z 1,o , z ^ z M41` W O yf = a z uj rn ,-1 a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SP HGAM10 W/ (4) 4"x1-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" 7O.C. (OPTIONAL - SEE BLOCKING FOR �• •.. OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL- 45° ± TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TR TRUSSES @ OR FEQIUIAL FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES EDGES @ SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE Tx4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ 3 10d () AT LEAST 90% OF WEB @ 8-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH EACH JOINT W/ 2 ) JOINT2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END & 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END • SILL 1/2 CDX PLYWOOD OR EACH JOINT W/ 2 10d () USP RT3A WITH 8-8d WALL SECTION FOR SPACING2x4 ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER`TP PANEL BLOCKING —� ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED INTO Tx6" P.T. PLATE 2"x4"LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" 0/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT, WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION r2 STRAP MISSED VERTICAL SECTION SECTION (a� WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. 15 REFER TO DETAIL J _ ON SHEET S5 FOR r N SEE STRUCTURAL—"' co NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION 00 °° SHEATHING DETAIL 1 1 1/ 2"x4" CROSS BRACE - WOOD TRUSSES ;° 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `UI� ATTACHED W/ 2 -16d i� 2x4 PANEL BLOCKING Lll 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 9NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL-)6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT '— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_�� 2"x4"y RUNNERS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. AND LOCATION) S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24' O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Old NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.0.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ 16d NAILS (2) 2x4 OUTLOOKER @ 24' O/C TOP CORD 8d @ 6"O/C - WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SIDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL—' LL- BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN E S5 0 z w a_ 20'-1 MAX "X" BRACE SEE DET. J/S5 -, 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C— TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ji d it o O z o Uj o b ' v 0 d w o X o o T o o w dj NOTE: 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 1-03 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION O � r CM 0 Milli Z cn a--� w C) •U — 0 o U L1J F-- ®8 N Cl) CIF) (O M c`o 'C N OOo qj w"00 t�oo. Yo o - Qrn fa rnQo B D. N C B D C e , WCIS co ti`od� �.....,� o* r'.. o e M {fi W'tLU aWLU Y 2 O`= ��dC:' o c- rn k ! a� �.0� �Q 0LL �•N "°.aap9 w f QU\�"� RIH To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O v� a-' O M CO (� M Q 0 Lfl d' a cn HL r -1 al� U c0 r-1 a �� z ifu J W d- oZ o �o z Qa Z way oo�o ZWW� ZZ a Uj ow�o L W o oZ z O z J f z zkw Q Ln3 L w orill U = �a z_ uj o� 0 � Q aY0 vo�� a fV LL Z< 20 Wo� �<< Q Z Z LLa uj W J r-1 LU 2 Q Q V)~Oz0 V Lu a z Ln M k z RZ o Ln J = az Lu r n r-I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S5 — — — I B (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT INSULATIO SHINGLE ROOF REQUIREMENTS SEE R905. BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 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" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO 16" O.C. 2X S.P.F. STUDS w o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LU LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000SC i, B R < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Lj 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 'R. v 4"to 6" BELOW GRADE iv :.. ' ; d e eC . FINISH GRADE00 M ' I I—�I Il I I I�I I I III ° _ _ _ _ _ 80 6X6 W1.4xW1.4 I=1 I I—I-��-- I I III-1IF WWF OR FIBERMESH I ''e' . b' a e• a III-1TI-11 11=-L -III-1 u—I =1 I f-1 11-1 I I I I III e' e ° III-11� I-1TI- II II III II" �--STD.90-HOOK (3) # 5 REBAR ON 3" CHAIR 411 rl l I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- BAND JOIST *USP MP4F @ 24" ox. w/ 12-8d NAILS 1 st FLOOR WALL USP LSTA24 STRAP w/ 8-1 Od x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN •' ° INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-O" OF 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" ��S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 "" " 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS11 ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 -10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'41 S6 FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH f a e •e. a . d 111I—I11- CO .A AM III— I I� � III I I;I I IFI I �I I ICI Ir ' (3) #5 CONT. ON 3" 8" 1'-8" 8" CHAIR W/ 3" MIN. FCLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSUREI F F SHEATHING w z SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING O SECTION X-X lU x E ui 2x STUDS BEYOND. SEE PLAN 0 O rn 1 1 (97 FLOOR SYST M I III 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. O (D O 2 5 FT. 4 FT. 5 FT. 4 FT. O2 3O G) 1 1 O 2 4 FT. 4 FT. O 0 4 FT. ROOF NAILING ZONE DIAGRAM OF NAILING LE RO SCHEDU NAILING ZONES (SHINGLE AND TILE) o Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD a 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 C7 Z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING WO SHANK NAILS) NOTE: = O ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 w LLF-O� } ¢ O SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH a ¢�-OOcn F 0 U) m Z) PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z w i LL m STUD AND OR BLOCKING AT ALL EDGES. N W 0 _U) W A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING 1 /2" S 3/4" S 1/2" 14tS 1/2" O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL OD NAIL INT. AT 3" O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END FNOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". O AT ALL PANEL BLOCKING 4 LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. VFRTIfA1 RI OGKIN S6 & NAILING SCHED. SECTION X-X T�7 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 10d NAILS @ 1 BOX HEADER ( ) 2x SILL PLATE W/ (2) 8" O/C TYP. ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE Op NiFR�pR 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 @ 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 E d ° CN T III—III_III—Il a Cl) III —III —I I I I I d a ° a. -11I11111111111111 —I I Iil I Q A. � III-11I (3) # 5 REBAR ON 3" CHAIR 4" 1 _g W/3" MIN, CLEARANCE ALTERNATE FOOTING IN To HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIZE EA END EA END EA END EA END V4 1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) 3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 'USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 60 FINISH GRADE OP 4 z @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 (D!� zM — O Z z Q O J r1 z Ln 0 W <!0 W C) • U �c`o L -1 O H C C/i = 0 O 0 '— U m LLB F-i EE (1)M CWCl) '6 cM 0 -O O —_ U L LL op 7 00 0 <rn a o u') 0v rnQo A 1 B D® N C B D G ��po /r zw& oO�QtAINzs N\ ••6. > E � •o o Tr O u 4 Uuci a - 1 �,v�rnalj ( •o n ao N J `®off/ic'ii'i€t1�`�� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z —I 41 J > En M 0 M Q - a cn Q LL UI'v '—' Q � � Z J � W 0z zaa <a f- Q�a oo�o ZWwCL =�zz =w O0o U Co ^L, ZLn o z W U J z Q W 2:N o z Z o U = C'3 Z _ w ow O z Lu a fV or wL. <z< Lo Z Z � ao�cg wawa a W f" W J L✓7 r^� cW G Q di Q z a p 0Zo F z L / M k z a Uri o ^ g = az a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AM ES VERSION N0. 10 SHEET NO. S6 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND I" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER STRINGER MUST MAKE FUL T 2x4 BEHIND RISER CONTACT WITH LANDING BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD FLOOR STOP JOIST 2x8 SYP DRYWALL STOP MUST J NOT TOUCH STRINGERS ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 e VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH—, INTO STRINGER H D ----2x8 BLOCKING FOR STRAP L-1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 7111� SYP 2x8 SYP 2x8 SYP 2x4 CU DOES WALL 2x4 CUT C. DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR IN WALL 2x6 SYP T ON BEVEL NOT BEAR IN I PT NOTCHED IP D NAILED TO FL( STRINGER CON' CTION VIEW "A" SCALE. 1" - 1'-0" SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x4 PT NOTCHED IP AND NAILED TO FL( AT STRINGER CON CTION VIEW "D" SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL �---2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED, SECTION D-D SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" 3/4 PLYWOOD ON DECK AND J" GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 syp AND NAILED TO NAILED TO STRINGER blocking for FRAMING strap (U 2x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS `2x8 SYP DRYWALL STOP MUST / NOT TOUCH STRINGERS aLUED AND NAILED TO STRINGER DRYWALL SPACING BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4" X 2 a' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: " = 1'-0" -3/4 PLYV\ ON DECK --2x8 SYI AND N/ FRAMIP 2x4 DRAF STOP 2X4 BLOCV SCALE: 1" = V-0" 'ER A GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP 'RI NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SECTIO / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW ''C" SCALE: 1 = 1 -0 TOP OF STRINGER CONN. TO BOTTi OF NEWEL POST PER CONTRACT FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST N VIEW "G" BLOCKING SCALE: 1" = V-0" SCALE: 1" = 1'-0" 0 1 /rAI M UU 1 N O I MUU I IUIV Ur I f-XI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED L POST LET INTO LOCK IDE <I NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES (WALL JOINT YWALL TO ✓ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, )ED AND NAILED TO kRING WALL BELOW (WALL JOINT YWALL TO ✓ER JOISTS) 2X USP (1 SECTION VIEW "H" SCALE: 1" = 1'-0" Ur u7 Z o — o Z Q z O � UI Q) va w w ID O C T ~ E o0 �Vi Co N V w F— — U cNM C W Cl) T 6 M O 20 u-op pO < CD rn¢ 6 A1 B D® N C B D C 0§ \Ak&y�'N� 0��02„ , O s� h� U1 o�yc��% � Z O (5 04 Q J tN� 66i ;�F1fA�d8lia�a To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N �L)lMOO M Q � ,(0 Ln 2 z a. cn d' Ul b U- < �. U(U ,q 00 Z�� J � W d' OR 3E3 za fa Lu Qw UZOp Z W w F j Z Z d 0- J 8a�0 U�F(N L � z z }o Ln J g 4� z (v �n w o �_ N o U = C3 ZIa Z_ 'o- a°0 F 3 4�/ �%�, U N A < LL o] z¢�a Z w C', J 1` w s a Q Z gr2: w0o Z LU L ri w w Q E J ri W nQzo Pia Ln M � Q Q Z a wWz 0,0 z �1 z m O _' z a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. � . O SHEET NO. ST DOOR JAMB REFER 1X4 1/2" DRYWALL ( DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX. UNACCEPTABLE INSTALLTION 8 , TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO PLATE W/ 8d 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ♦ ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3 �� DETAIL �STD. STD. 90^ ♦ 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4' FROM 1X4 P.T. 3/16' x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL rx 7/ NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST, TO SHT. SDW2-K1 CONN. DETAIL 'E71a ♦ JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. — � E FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +2 - NOTC F@ @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16" O.C. ` ♦ JOIST & (4) 3/16"x1-3/4" WEDGE K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES ♦ BOLTS INTO BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 # FOR 2 STRAPS 1stCOURSES CO R ES EMBEDMENT INTO BLK.) 1/4" MAX SOLID tr 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ 8 NA11 NAILS & 6 1" x 214 O O BLOCK HEADER a 4" d TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1' NAILS AND 8d NAILS AT 8 O.C. AT BUCK (4)" X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # a 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE , 2 STRAPS 2450# O )) BRACES () 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN PLACE BEAM CONTACT ENGINEER OFRECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. a a BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN b . . a CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. a: INSTALL WDW. SCREW ANCHOR 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k0V (2)10d NAILS @ 8" O.C. FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + <FNOAy PLYWOOD SHEATHING �- �! �- rr 1 O 5 O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + + REQUIRED 1/4 MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT °. ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5) -12d NAILS TRUSS + + SOFFIT + eD > 10 :s .: n ° ° d CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . ®° 9 K — n ° ' '� IN TOP o , EACH TRUSS o .' ' KNOCKOUT / N 8d NAILS 8" O.C. AT BUCK @ ° — — ° CHAIR BLOCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) si ° CONNECTOR ® — MONO FOOTING _ .a a. .' p e VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I ' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. ° . 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOT CLEAN FILL DIRT b � TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL A., °ffSTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION i 0' #5 BAR IN r HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4Y? WOOD ) O FOR OVER HANG FILLED CELL" -° "6, "., "° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , , , . _, . °. . J . L, . _! v k, INSTALL WDW SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" ( ) °; ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. "I., SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 1'41 GLASS BLOCK INSTALLATION NOTES NOTE; IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" "N". HOOKED DOWEL SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE OR 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 SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ "SET" z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON EPDXY MIN. a \ ON SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F 5" EMBEDMENT & 3" MIN. ` , FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP EDGE DISTANCE U_ �'' NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. u 0 w a A REINFORCING AS FOLLOWS: * SEALANT_ _ , '� ¢ U_ a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o o _ ��� J * PRESS PANEL REINFORCING INTO PLACE. P . — ° — — - 0 z #5X6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o LI ' ¢ EXISTING FOOTING 2 -#5X6' IN C ONC. FILLED CELL SMOOTH. DO NO FURROW. , ° �[—�—Tr c14 DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o �rtT SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p °. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE Cal ° P REMAIN FREE OF MORTAR. NOTE: M z I \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g • c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ,4 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION I) 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. UI to co 0 z Z Q J z O v cn 4--J w • U — m w O~ o U M w N M Ooo —8 Rig 0) t tL o0 -5 nj III Ly Y O Q+T Lr)� O-O v. Q � 0)ao A � B D® N C.B D C 10° ♦� ��������ttlS411� u7 � CAME LL O a a .! Q fC� QO 0,515 0 I- U0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) N ,..., �' O I>-�U-)MO M QU)�� q Q LZ LIn oC U ca. ,-i O Q Z§ ry WCD J C:) oZ O j zaa fa y� w Z¢ir� UZOO ZLw� U O Z o�L0 U Co L O ZW Z QO Lr) zZ I� N N z 0 Z O U J J J Q U o� Ox h f— W O O U 'J- w W J N 1` Za0 w C J �aa3 Q 5� ZaP W O z J l r/� C G Q �oz U U O a F L/ co ¢ Z z [- <,z D vi m LO Z g W Q o O = w rn ,—I a Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS i iI , i r: I I 1 11 1 11lit. L i 111111i,ii Is tfill mF€ .ioad.a nqa. J' I 1. 111 .i� u i I I i I I I it I I I I I II I I iF_ f ,, "DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE BEAM CAN SIT ON TOP OF SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ (2) HTW20 PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F BUCKET TO COLUMN (SEE ROOF PLAN FOR TYPE) BLOCKING SECT. A -A A 7/16" O.S.B. FLITCH PLATE TOP @ TRUSS FRAME OUT TO BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING TOP CHORD WHEN REQ'D (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE SPAN FROM EXCEEDING JACK WALL ALT: (2) USP MSTAM36 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP STRAPS CENTERED AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- 4 4RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)K**'_j HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB w/ MIN. 12d WHEN CENTERED @ USP HD4101F BUCKET L.SEE L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDSS NEXT TO SPLIT TO TIE BEAMS TOGETHER SEE ROOF PLAN FOR MORE INFO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST W/ (4) 10d TOP & PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BILKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN FOR COLUMN SIZE CONNECTION INFO REQ'D ONLY WHEN REQ'D INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL TO STUDS w/ @ 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE TOENAIL EA. STUD. TOENAIL EA. ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" INDICATED OPTION A OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 SC EDULE/PLANM PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENT /q SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B FOR BEAM SIZE & SCALE: 3/4 „_ —1 -0„ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. F BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL �-* 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) PLAN AND J/S6 FOR MORE 2X8 #2 SYP CONT. LEDGER w/ T & B CHORD STEEL OR WOOD MIDDLE INFO. VERIFY WITH PLAN (4) 16d NAILS ATTACH NAILS FOR LOCATION AND BEARING SUPPORT . °a, " INTO END OF EACH FLOOR ° DIRECTION (IF PARALLE TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER EACH SIDE G.T. INSTALL INFO) (4) NAILS EACH SIDE) SEE Ll FOUNDATION DETAIL @INTERIOR BEARING PLAN 1 FOR MORE INFO MASONRY WALL (TYPICAL) 3 , SCALE: 1/2" = 1'-0" COMMON B M ATTACHMENT 1 g WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=1'-0" SECTION AT LOW ROOF g SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = 1'-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"=V-0" OL VARIES 2x STUDS @ 16" O.C. IT x ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING OUTLOOKER 4" INFO. O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE d T ENAILS STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE BETWEEN TRUSSES (2) NAILS EACH ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD J/S6 FOR MORE GABL LOW ROOF/WALL VE VERTICAL STUD) SCHEDULE PLATE INFO. TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ OILVARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ 2 () MIN. 2x4 #2 SPF STUDS @ O.C. TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED a STUD TYP. T&B PER NAILING SCHEDULE & E MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO a.. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL ; OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a TRUSS o W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. a, FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. ��� SECTION @ FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 3g SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS VIL WA i ' O O (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING 0 BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO 0 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • • ' 2x4 CONTACT SURFACE 0 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING THAN 4 ft 2x ;o IF OPENING IS GREATER LARGER (2) FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. THAN 4 FEET BUT NOT EXCEEDING 6 FEET. SILL PLATE W/ MP3 CLIPS EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END CORRECT BLOCKING w/ 3 12d EA. END () INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4" TAPCONS •• •• SHEATHING (MIN. 7/16") NAILED TO STUD CENTERED ON FLOOR SYSTEM TO •°. '°• VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAPS) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS (2) 6 TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) NAILS & (x 2 TITANS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = 1'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" E E GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) A"x2Y4' TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SEE FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTAC H M E N T 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD SPT24 @ EA. STUD W/6- A USP 10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2 2x8 OR 2x6 TOP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE ( ) (2) REQ'D TYP @ 24" O.C. B USP LSTA24 W/ 18-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°ao°oa.°o. i°o () CRIPPLES IF LONGER THAN 8" TALL. P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN @ 24" O.C. HEADER w! (2) 12 TONEAILS FLUSHOUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS (2) - 2X SPF TOP PLATE FOR 2 x 4 #2 SPF STUDS W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & NAILING AREA (TYP.) HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER a G (4) - 10d TO PLATE E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN MORE INFORMATION L2XSS PF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR EITHER USP OR SIMPSON STRAPS A& Al E PLATE USP SPT4 EACH STUD O 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) B" O.C. TYP USP SPT6 OR C B C ''�J H PRE-ENGINEERED @HEADER JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 SYP U.N.O. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER PACK W/ 10d NAILS @ 8"0.C' INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & V ANCHOR BOLT W/ BOX HEADER E SEE PLAN F TYP F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM \ MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP (2) 2x TOP PLATE D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE PROVIDE BLOCKING �� 2x CRIPPLE S @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONSATTACH STUDS w/ O . 3 12d TOENAILS T&B CONTRACTOR MAY USE SIMPSON MSTAM36 W/ (7) BELOW JAMBS � a. ° . a a SPT22 & SPT24 (OR SPT4) 10d NAILS & (4) %"X2Y4" CONNECTORS @TOP PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP SEE FOUNDATION PLAN PROVIDE CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE STRAP. STRAP. EITHER STRAP IS ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF. s 2 STORY COL. G I R D E R (IF CRIPLLES ARE LESS THAN 7 8" LONG NO STRAPS ARE SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" e e REQ'D) SCALE: 1/2" = V-0" .-J.. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d 2 2x HEADER SEE PLAN () DOUBLE 2x4 FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) - 16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B ° TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER ° 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C F.�-� 'OCyr 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. Np F 2x 2x STUDS @ 16" O.G. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft 2 2x . ¢84I' TOP SPLICE M/ OHO (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. ° N EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, H IS GREATER THAN 4 FEET L FEET BUT NOT EXCEEDING 6 FEET, SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. PROVIDE 2x4 ON INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR FLOOR DECK TOP OF 2x8 TO REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED USP M(8) 36 STRAP(S) (CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK W/(22) 10d NAILS W2) NAILS �;; 2X CONT. RIBBON W/ (2) 10d NAILS W/ 10d NAILS @ 8"o.c. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM @ 3 O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE 2x8 TOP � J FLOOR TRUSS/ I -JOIST SEE PLAN CONTRACTOR MAY USE SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4)Y4'x2Ya" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE &CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS @ 3" O.C. HEADER CONN. aC� 2nd FLOOR ADEQUATE HEADER CONN. @2nd ATL EAST 4G0'' LONG.TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" (D Q z (nL/) 0 (1) co0 a--i w w O 0� o t/i f— o 0 m U L1! F— (v� C M n T:2 n — $ oil ID O 00 wU_00 U� C Sao O Y Q to u7 V O) Q O B D® N C B D•C �� �oo, -.i 3w Jb �?p. rn( p O•JLj1 'Y N 's'Z2 O tS! ILI Q �2 LL O ESWC LL W a v Q� t Iilllltt� Of o � To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1! O � Z O av I�, i> -+HMO M a n •� � " U_ Q Ea- Q� V O z Q z E z WJo� �O oz o w z a ¢Q Lu EUwzSo ll. Zq LH oo V Lu Co @ L W w O Z ZO > O Z f �LCz1 z I� I- U N Lu - N C ��/ ( 6 �_ z J Q O = ) o� zQQ T84 < X8U N CD Z < n, < J 0 Uj Z ,^� w°�o a w LLJ J L n ri W di j a o w O Z O w ¢ Z ¢�z l0 Z a¢o �z m O y'' = a z rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET N0. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "" WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER 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 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW i in.n uiv�a rvyonuvia EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN 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) SELF -ADHERED FLASHING 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 T SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) w 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 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING F-- SELF -ADHERED FLASHING I - 0 a 0 SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground� SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING M1610 FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER RT 10, Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 We r- sheathing a f No. asphalt holes n r with A TM D 2 felt or Weather -resistant resistant er. One layer o 5 as a t felt free from o es and breaks, complying in S 26 for Type 1 9 P P Y P � P Y 9 YP other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin 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 CD Z o 0) Fla, Z Z Q O a ' Z N CD va LL! � p LU a N � CA i�0 C/i o 0 W E r -$ Cmtt M M a o 0 6 LL• 00 aQi U W fn Co <C rn rnQ o AFW B41,*1 N C B D C /11 O N N [coO N 1 •w o,-v rn p �Z C,0 0 o - O oNo Z o O tA ti Z /-y !'-- W ii (n (V a =moo Lu °-a QWWtl. Vaam= Or 3: � Z g Ern IL 3 49 i4 m m Q W �aMw N -' o OU U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z fV O a N 1-+4-J0 M M O M Q � Ln a (n 'C: d- " LL F- tZ M Q� U 00 a00 � Z � WUJ � J oZ io ,g fa lr W Q oo -o Z W W X Z C r /1 VJ L O u 80WU_0 L Q L- F�OO oZ Z O f- LiJ a " Z W Z LL L = N O 0 "a o O •0 C J Z W J= UJ 81 ¢ 0 Jz 1- ¢-0¢ u b Q uir nd a a o o A ` Q Z W Z J LU Q Q 3 Po�0 Z W °"o Z LL Lr) CY > � J ri tLl 2:Q N o Z U I � Lr) M Q Z g I �a Z 1,0 Z a �a o Q -i = a Z r n ,--I a Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. WP 0 C_ U) Ca > s 0 L Q 0 O FF USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis.� V Ca co to O 0 0 LL 3: (10 0 C6 0 > .� " 0 C110- ) U Q W^' W z � RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0l-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0l-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219:3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cioakded Vent Tile FL16588.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15D76.1 - FL15076.2 NIA Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 NIA Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.O1-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha r. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer _ Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298.1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Im pact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quot; and &quot Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/3l/2021 No Yes No NIA Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot„ &quot;Construction 618 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N1A Series&quot; and &quot,Benchmark by Therma-Tru&quot; Transoms. With and without Sidelites. Inswing and with Transoms OutsW ng Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 v92017 FL#15279-R4 Code Entity or Date Date Date Pendina Date Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 4813, WINDCODE&#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/2112028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 486, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94. 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity o Date Date Date Pendina Date Type Ve_ rsio Manufacturer Contact Engineer & License Validated By Validated Su bm itted FBC Aporoval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitlinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No NIA SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1 /92017 FL#15000-R2 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/2812015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name _Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quota or &quotSmooth-Star&quot; 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 Code Entity or TvDee Versio Manufacturer Contact Enaineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-R6 Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868.4707 Page 1 of 1 1/102017 Date Date Date Pend inn Date Validated Submitted FBCAporoyal Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Imps Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License ValidatedBv Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Quality Assurance Aporoved for Use Approved for Use Impact e i n Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12131/2017 No Yes No N/A PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of f 1/92017 FL#13192-R4 FL#15272-RI Code Entity or t' Date Date Date Pend Date Cod e Entity r t o Date Date _ Date Pendina ate � Versio Type Ve o Manufacturer Contact Engineer&License Validated _ Validated Submitted FBC Approval Approved Status T e Versio �. _!Q Manufacturer Contact Engineer & License 't Validated By Validated Submitted � FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhd Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767.6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Ailiance T4&quot; Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A 0 e FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 4301440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sea # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code Z11L Ve io � Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure SERIES 420 ALUMINUM SGD REINFORCED OX, 12131/2017 No Yes No N/A XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A 143&quot;x968,quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A XXX 143&quot;x96&quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer&License Brent Sibinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitlinger@miwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 881/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/9/2017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@mMd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBCAporoval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Des ian n _ Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business &Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pendina Date Contact Engineer &License Validated ByValidated Submitted FBC Approval Approved Status Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 mark.d. harper@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description C Expiration Contract Ex ion Date in HVHZ Outside HVHZ Resistant Pressure t 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles O N U) C0 O N O L Q O .� Co V O to 0 CC5 0 M to 0 a O OCU C13 LL O > .SQ N lcnu E O a)O -0 .a r12 V) CL Q Z Z W J C/) O U �a 7 Vr�) 0 O S� CL V O W M� W V Q 1.. - VL� W Q Z J Z Q J 11 SHEET NO. PA 1.1 a FL#12328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL FL#2075-R7 Code Type Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sea # Product Model. Number or Name 1 RV10 FL#7849-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / MonierL'rfetile Category: Roofing SubCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Sea # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 1 4 Saxon 900 - Count Slate Shake &am Slate Y Country P, 15 Saxony 900 - Country Slate, Shake, Slate &amp, Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Code Type Versio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model. Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quot;Safety Edge&quot Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1192017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Imoact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/0712019 No Yes N/A N/A FL #. 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pend ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@fiamco.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmett@boral. cc m Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/912017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pendina Date Contact Engineer & license Validated By Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05t04/2015 06/22/2015 Approved 954 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot, Aluminum Storm Panel with Optional Clear Panels &quotSafety Edge&quo# Storm Panels, 28ga (0.018&quot;&quot) Steel, 0.022&quot; Alum (Pert and Non-Perf) Clear %ycarb (Full and Hal9 24ga (0.0232&quota) Steel Storm Panel with Optional Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Approved for Use I pact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes N/A 12131/2018 No Yes Yes +54/-54 12131/2018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO Code Type Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Sea # Product Model, Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-RI Code Type er io Manufacturer Revision 2014 Lomanco, Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 Products Sea # Product Model. Number or Name 1 Deck -Air— DA-4 2 OmniRidge&#174. PRO VentPR04-N FL#15076-R3 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code T e Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO Code Tvpe Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Sea # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/6/2017 Entity or Date Date Date Pend Ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak ImertekTesting Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact esi n Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated $Mbmitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/0112015 05/01/2015 05/10/2015 06/22/2015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07110/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or Date Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Aporoved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entityor Date pie Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-0046549 (954) 394-8521 mi keb@allamerica nsh utte rs.com Qua] ItyAssurance Approved for Use Approved for Use Impact Design Product Description Contract Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FL#5219-R3 Code Entity or Data rite Date Pend Ina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Unch, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that are an fivalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Quality Assurance Approved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#391, 12/31/2019 No Yes No N/A Tile&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 Code Type Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-RI Products Sea # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R1 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Code Versio Tvpe Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 11 W BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/10/2017 Entity o Date Date Date Pend ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06125/2015 Approved (707) 872.3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity r Date Date Date Pend ina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved atus Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04124/2015 05/03/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim,robinson@gppent.com Quality Assurance LL li Ass r nce Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity o Date Date Date Pending Date Contact Engineer&License Validated By Validated Submitted FBC Approval Alooroved Status Stuart Lewis [CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved (847) 918-6473 (407) 681-1917 sle,Ms@alpineftw.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A N CU to � C6 O N .�. U N L O CU U CU 0 M 's= Ch C LO O Cis O > 0 E 042 � O i2 l cn t.Z Z W J Cn CIO r�n O `V O L CL CDL CIO -0 -+-a O L— C/) VfW^ f/ M� W V Q^ VL mW � W Z z Q J a SHEET NO. PA 1.2 FL#2197-R5 Code Type Versio Manufacturer Revision 2014 MiTekIndustries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-RB Products Sea # Product Model. Number or Name 1 TA 110 2 TJI 210 3 TA 230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dvdert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 Yes Yes NIA WA 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9n017 Entity o Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 ji m. anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Im oact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/zo17 FL#1774-R4 Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Aooroved Status Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Category: Structural Components (813) 659-3707 PE-60122 Solutions SubCategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A FL#5259-R26 Code TYPe Version manufacturer Revision 2014 POLYGLASS USA Category: Roofing SubCategory: Underlayment Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model, Number or Name 1 Polyglass Roof Underlayments Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 8/16n017 Entity o Date Date Date Pend ina Date Conct Enaineer & License Validated By Validated Submitted FBC Approval Approved Status James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 03/22/2017 06/13/2017 Approved (570) 384-1230 PE-59166 (954) 772-6224 jakins@polyglass.com Quality Assurance Approved for Use Aooroved for Use Im a Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underlalyments 04/24/2018 No Yes N/A +N/A/-622.5 Code Version: 2014 FL #. ALL Application Type: ALL Product Manufacturer: POLYGLASS USA Category: Roofing Subcategory: Underlayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#1644-R4 Code Type, Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model, Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Reportfrom a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Tyg_e Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Reportfrom a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model, Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9n017 Entity or Date Date Date Pending Date En tv _ Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01101/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 M/2017 Entity or Date Date Date Pending Date Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j im.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/3112017 No Yes NIA N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes NIA N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity or Date Date Date Pending Date Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.a nderson2@weyerhae user.com Quality Assurance Aooroved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03131/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 Code Entity or Type Versio Manufacturer Contact Enaineer& License Validated By Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of bill@powerssteel.com (613) 645-0166 New Technology Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Page 1 of 1 1/9n017 Date Date Date Pendina Date Validated Submitted FBCAooroval Aooroved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 PSbox8LT PSbox8LT 5-5/8 Powers Steel lintels are field assembled lintels 01/27/2 17 No Yes N/A N/A consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. FL#1645-R4 Code TYoe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9n017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By ValidateSj Submitted FBC Aoproval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05127/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9n017 FL#158-R7 Code Entity or Date Date Date Pending Date Tvoe Versio Manufacturer Contact Eno Ineer & License Validated By Validated Submitted FBCAooroval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2016 Yes Yes N/A N/A FL#158-RB Coe Entity or Date Date Date Pending Date TYBe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.00m New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-114 Code Entity or Type Versio Manufacturer Contact Enaineer & License Validated By Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of bill@powerssteel.00m (813) 645-0166 New Technology Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Page 1 of 1 v9r2o17 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. N N to CZ CD .�. U N N Q_ O O C Ca U) N Tit V CZcu O � a^' O C O O W CU O O CQ LL O > •� E 2 Q VJ Q z z W J