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HomeMy WebLinkAbout3234 Moulden Hollow Dr0* 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 Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor 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 RIS 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 Int. Interior S.L. Side Lights Cir, Clg. Circle 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. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet 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 Oph'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. Flr. Finished Floor P.L. Parallam WIC Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Ar. Floor Pit, HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME -WALK REVISIONS CODES FLO A !g n NA�7 ELECTRIC RIC 0 E, AND THE tffv � is �r: � .o CRY OF L IF= P4 t4 &*IL F110M 2575 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 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. a 0 WD ID z0 —0 Z N z Z Z en 4--J w w O 0a)M E' 0 0 1 0 w 1� C (6 Cl [2-0 co NO ® U a O :Eu-CO Pz V f_yr y fl.0 o {C ap rn M 6 A N C B D C C. 0��k�t,4!!!lili!!PCN o 0a Mi ca LLAEOr S El r_1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 7._ r_J O h _N O H in M O M Q -0 Z WON Q N U Ln I... CL M fu U 0- 00 Q E z� M WJ CD d' J ZZ Lo Za Warms U Z Q Fz T Qzz w Z O LU C OU W t N o U T L z Z ro W c �s � � ZW Z � � � 37 N O Lr) p Z Q = N LLJ LIJ 0, Z, !- 0 % he U 0 m N ZOR�a L qu � Q Z Q Q oo�� J d�Oz r--1 IJ.J "i Z F z o gW� W 9 8 QLUz z aZ o g = aZ n ,--I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2mO SHEET NO. CS —■���YY�IJYIIII�I� I .. Y•ii1fYYYYi@YYY.���l� W�YLLYrIYWtlYlY11y�YYYYI■� TYP @ 2 STORY J S6 H.B.t (3) 2X4 #2 SPF W/ (3)16d TOENAILS @ BASE 43'-0" COND. COND. J S6 ;- I I I I I 1 I G - ( "S3 Ole I I I IUP 116R1 I I 13 14 15 1 17 I8 TYP @ 2 STORY o 00 FLOOR G.T. 9 io 42" SLOPING o 10 - FAM I LY R 00 M HALF WALL 11 — — — M 0O 6 SPF 12 — -- O r 8'-8" FLAT CLG. W/) FLEX M CARPET ° TOENAILS @ BASE RVV8'-8" .O FLAT CLG. 8,-8' T CARPET O� G o S3 m � LO M m co 4'-0" 1-011 _ iv (2) #5'S x I�i 5-SH iio H4 O o r 12" DEEP -- — — — — — — — — — — — L9 2068 B.F. HDR AT T-4" ------- ENTR N r 3 16'-43 , I I T-8" T-8" S-6" 6-0" L-2u-� " FLAT C L. J - FOYER B ' o rn 0 � S6 Ci r TYP @ 2 STORY 01 l 0 01 �' 8'-8" FLAT CLG, 3 668 (2) #5'S O O O TILE (3)ZX4#2SPF W/ "- u- U- — — — — — — — o (3)16d TOENAILS @ H. F(3) 2X4 #2 SPF W/ CC 4'-0" BASE � (3)16d TOENAILS S3 N `•`-' BASE O @-----D -- ---JL I C07 2'-6" BUILDER TO PROVIDE I S3 APPLIANCE PROTECTION j I I O00 E DINING ROOM WHEN REQUIRED PER FBC I I I PATIO 8'-8" FLAT CLG. 2 CAR GARAGE I I I _ CARPET I I I 8'-8" FLAT CLG. I I I I I I 4'-0" 6-2" k 6'-6" 4'-8" 20'-8" I I I I I I EDGE OF SLAB 2" Mbm I p I I 1-1 n- BEYOND WALL o I O o I I q d I ! ;--- ----- -- a Q I co 0 N T 0 ae 36 CC H = I O I I -- S3 I w I I - 0 O ce) I m T I I I I 3 I H lco N I I I '-8' FL T C G. n — — I 2 _ 68 I I I 50 I I I 668 B.F. . 2x6 WALL I I I REF. 24 —_OPT._ PANTRYL------------E—r---424 16" DEEP _ iv --- D S3 iv 5-SH _ (V (4)TYP 6 J TYP @ 2 STORY H.B.T 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) - 1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 18�XVj S.H. j 32 27 1/4 X 26 26 X 25 J S.H. 433 27 1/4 X 38 N/A S.H. 434 27 4 X 501 N/A S.H. 433 N/A 26 x 371 S.H. 434 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 1/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 251 /2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37 X 63 36 4 X 621 /2 S.H. 26 37 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 52 4 X 37 S.H. 34 54 X 501 52 J 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 Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +25.6 / -27.8 OB +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 / -25.2 O +23.0 / -28.9 EE SN SHEET ETHO SEE SN SHEET 6iS NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND WIN TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) UI� zo Z Q J a w p 'U — 0 w IE t`/i (/i 0 o 0 F— i� U m r` (DM w —8 C (0 co 2 -0 M 000 mopf— UW �LLcv oM,� (LIo LoQ� Q rn Q o A, B D. N-C-B -DC ,�gaerd �C • � O oND �LL a W W r iul �t{ 0)�N = ll Q vN". �rnrn LL a., a ft C� �' P f.2 � • W� V.a M E a d � e 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 z(N O N n 1-� 4-jo Ili U-) M 0 M QU-)-f0Lr) ( �C Q a) ll. Ln CL \ I U fu fB W —jtO d- oZ 0 w� Za as H �Z80 Zujwo � Z z z o� a�.2 8 J w u- N m rL oNo zz jT _I 0 W z °C O i ` o O o J z 0 = N T �� o� o F, -fie•' x. X O U U m d a a CVEaoa A Z w z J Q yQ.�Q ° r 2:0 Z z oo9g W�wo a w <��0- LU Lf"1 Lij Q z � Q z o U oaZ z �w� az N z mLU O aZ Lu rn ,—I a rn z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2,0 SHEET NO. 1.0 TYP @ CORNE U.N.O. klT.•}w8°1 38'-0" '-0" 1 8 I I I I I I I II I I I II�� S6 S6 I I I I I I N a I® 1 1 1 1 I8 TYP @ 2 STORY TYP @ 2 STORY 4 5 6 7 I= io —-- 9 _—A I T 10 1 I °' I -- 11 `� ¢ �0 w OWN ERAS �7 SUITE 13 - __ AH 14 I - I I - - - LOFT 8'-0" FLAT CLG. N H3 D2 ROOF G.T. -- co H3 6 __ _ 15 _ D2 8'-0" FLAT CLG. I CARPET R.A.G. 16 CARPET 16-8" T-72 a) 3, _92 2, 4" 6'-10" 64" 2'-6" - _ N 2868 _ `oo ire '- ti =w I I I m LnW I a I 0 I o I U � T n I m u1I ao T r-----� �I o 10 E I =N I -----�—� o - W �I 0 .I a 13�"�c� I �t I ATTIC I b r o '1z s' o' FLAT CLG'�� 4'gce�s—� ' BEDROOM 2 Nr 24 8 8'-0" FLAT CLG. can I 7CARPET S(DM 4,_0"5' 10" 0 6'-1 Q 5'-4" 2-42' ��� 13'-72"u H1 6 D2 ­q __2668 s FIBERGLA SURROUND R&S 00 u, 2668 3 D2 60"X36" 71 n. -- =w Z m 00 2'-3" ------------- SIM. SHOWER 07o z CD "'W iv N w/ (5) STUDS N 4068 B.F. _ 0 I I J ao `No4068 B.F. 3' 2° 8'-10" I S6 00 TYP @ 2 ST RY - ~ O I14 6, 52 2' 4„ 4'_22 o LL 0 O 13'-0" o T T-102" r 1' 11'-8" ROOF G.T. - - - - oe - - - w = o 3 D2 �� I W. I.C. i� T BEDROOM '-0"FLAT 4 — '� BEDROOM 3 w 8'-0" FLAT CLG. I O r C G. �' H1 4 NO D2 8'-0" FLAT CL � . I 8'-0" FLAT CLG. CARPET � CARPET Zo � I TYP @ 2 STORY I CD I j J cc�m FIBERGLA J SURROUND R&S EGRESS 25 SHO 6 H1 D6 3 :RS 1 D2 D2 18'-8" 20'-4" 39'-0" 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 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 * 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 20 X 381 18 4 X 371 S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 J X 62 4 S.H. 16 20 X 72 18 J X 714 S.H. J 32 27 1/4 X 26 26 X 25 4 S.H. J 33 27 114 X 38 J N/A S.H. 434 27 4 X 50 J N/A S.H. J 33 N/A 26 x 37 1 S.H. J 34 N/A 26 x 50 S.H. 435 27 J X 63 26 X 621 /2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J4 X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37JX50J 364X50 S.H. 25 37JX63 364X621/2 S.H. 26 37 J X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 734 WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 i S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of. the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 +24.5 / -31.9 OE +23.0 / -25.2 �F +23.0 / -28.9 O G SEE SN SHEET KuSEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND I1111111111111111 . - .:: . TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) u, Ulr Z (h o _ Z cfl z Q Z V) (D (1) U-) w � p U — w OE~ 0-1 m co i� Cn o 0 U w ~ 8- a)M cco ns co O �N 0-0 L LL o0 Co 0 O u7) "tt Q rn rn CL Q o A ' B�D�C t� N co J� o�1ZU 4 a r? .J CL :momCQp w LL'' fL N . M 'S �� �} W J J 1 To the best of the Engineer 4,� tion, and belief, the structural plans and speci}ications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� 0 N r-, L-i a-' O M Q V) f0 Lr) z V) LL � LL ` U ro Q �� to Z WJ C:) d- J oZ U z d w z 0 U Z OU O Z�Z �oz z �02�" aa0Ln ��o J U Lu N U T i w oZ Zo Q U _ p �z 01� 0 c: L ILL N _0 L 0 o X: N N L� o� o z I— o a f- � w 0t��h ;; w��� �amE k (V z¢oa U¢<3 Q d- o � a Z WDu-2 z J Lill a w o�Z t-1 W v, a Z U U S Q Z LLJ Q f- adz Z 0 z 0 QLU J 7- a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 1.1 KITCHEN 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 I PLY SHEATHING OVER v LANDING ATTACHED PER T GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d Mo NAILS @ 16" O.C. MAX. TO EA. o STUD. ((2) 1/4"X3 1/2" TITENS @ - 16" O.C. MAX. FOR MASONRY 00 WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH BATH 2 KITCHEN 2x8 #2 SYP JOISTS @ LANDING @ 16" O.C. w/ SIMPSON A35 CLIP OR LUS26 HANGER TO LEDGER I U 2x12 HDR. w/ (3) 2x STUDS AT " PLYWOOD @ EA. END FOR BEARING I Ir LANDING w STANDARD (3) 2X12 I U STRINGERS W/ SIMPSON A35 0 CLIP TO HDR. I w 1x TREADS (TYP.) 2x8 LEDGER #2 SYP w/ (3) 16d NAILS TO STUD CONT. @ 16" O.C. HANDRAIL LO THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16" O.C. MIRROR O 0 0 Lu U) Q) 0(00 5 A. LL t V Z (n �; (1) Z < . E F- tD jR C ZWW W LIJ LU ZO U 10 OWNER'S BATH 0 ih O (V 0 ih PRF-FNr; Pi (,)np .InIST W/ (91 0 ih KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR CALCLITIONS: 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 FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7Y4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %$'. 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 916". Solid riser nosings shall not be less than 3/a" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed Y2' 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 1/2'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 R3113.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected withY2" gyp. STAIR SECTI SCALE: 1 /2"=1'-0" OWNER'S BATH 0 ih O (V 0 ih PRF-FNr; Pi (,)np .InIST W/ (91 0 ih KITCHEN ISLAND INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" STAIR CALCLITIONS: 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 FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7Y4'. The greatest riser height within any flight of stairs shall not exceed the smallest by more than %$'. 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 916". Solid riser nosings shall not be less than 3/a" but not more than %". The greatest nosing projection shall not exceed the smallest by more than Y2'. Beveling of nosings shall not exceed Y2' 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 1/2'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 R3113.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected withY2" gyp. STAIR SECTI SCALE: 1 /2"=1'-0" UI� ''ll I 'I 111 111 1 11 II 1111 11 1 1 1 1 1 1'111' 11- IT 11KIM11'll 11111I II"' 1' 1 1 1 1 i II -' - . - - - - - 1 12 5 1" x 4" SMOOTH I=I TEXTURED U TRIM / BAND 12 �5 -------- T.O.P. HDR HGT. RIGHT ELEVATION - B1_ 1. ti 2nd FIN. FLR. T.O.M. HDR HGT. 00 cC? o 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 windowldoor openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT —Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed M 0 Z Q J d to (D Q) (/) (DM 4- J w r) U — uU 0 � 0 -(D- "- VM � r0 m 04 04 U L.L.4 E �M M C t6 M T a N —8 Ooo a: cLL00 Ly Y V% Q C).4 0 Q rn `n � M< o A Is®. N C B D C WV �:-.41 OG MLWAD, 11.1 cj g ilfi to LL LL h f0 t n's) -c LL W ��N v _ 0 e , ` a. 4 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 au r, O w M O M 'Q Lf) t17 V r\ Q IL Q r-� try V o CL E '­ Z C:) � WW J� OZ E ,CC G cp zaa z <a v^ J ' rF w¢� � �z°0 Z p Uz< z �— _ 0 w Z J LLJJ '/ KaO2 n � o o~BOO W N TT —17 J OV) } o W 1 z x cZ G . Q I- � V LAr) 0 U = I` _ Q a 9 W o F 4J4M 0 r- . m U c¢R. 1 _J zaai Q¢ w�Z¢ tj cQ Q 00�� z U-M�o z W LP) di `� w : Q _! r-i UJ Q z (A0 z o 2wv he w ~ ~ Q w z a� V z &Y,;p o g = J z az r, ,-I a U0 SCALE : AS NOTED DATE: 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 3.1 ciao r 00 00 00 N T.O.P. HDR HGT. 2nd FIN. FLR. T.O.M.------- )R HGT. F.FL. 12 5� 12 Z�5 ------- T.O.P. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDRHGT. N n 00 CJ CJ CJ -- ------------------------------------ _________________ 2ndFIN. ---------------- CJ / WEEP CJ / WEEP FLR. 12 M,�Iv T.O.M. ' ---------------- --- - - - - - - - - - - - - - ROOFTOBE _________ HDR HGT. CENTERED ON DOOR TEXTURED = o0 CEMENTICIOUS 3 SH FINISH ON C.M.U. (TYP.) F.FL. REAR ELEVATION - B1 12 LEFT ELEVATION - B1 SCALE: 114"=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 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = 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) 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 0rLa z M 0 O o z(0 z Q J d t� z O Q N w (13 n 'U — Ow 12� I' 0 i� t�ZD o 0 U W V mM� C W Cl) f`;pM O 00 s_LLCD 7 U� C Y Sao LO O -, Q rn; CL rnQ o A' NCa,DC e`\\o,�,���u►�u5ir �> E LL `0 :J c -w �C K, 61 !! o Q a 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. 0 0 Z N 0 N rIN �O H U) M M Q V "gyp Lr) Q � U_ CL a117113- z � M WJ d' oZ o w� Z a a 7 L f w o U a O _O 0 zCwwC I--- Q = o w z �aOul W o W Fz O m T � W oV) z Z U ce Lf _0 � i w C / U o v Ln z a U = N Q O W-oOO F 0 <Y0 x *k N 0 a a a Z�J J LL Q � ODW� Q z z LU Ll) W�Wa a < - ° � Lu UJ w o Z o V Q z ZD z Ce ul z Z o g = ¢z n ,--I t1 to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.2 _...:1-�LULL- ➢ 2" 1 N N f2" N 00 VARIES12" *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY ~ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO.Iv EDGE OF OPENING =,N N ;- 0 io - T CV 32" 11" 32' 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1 1/2" RADIUS 2 1/2" RADIUS 44 ill-4" 22, 1/2" RADIUS 1'-54" VARIES VARIES VARIES 2' VARIES VARIES BASE °' _ MIFF rIN �IN LO i-- 4„ a, 4„ -� rl� Mry j3,, 4 4Z, 3„ SIN 3„ 4„4 4 2„ _ VARIES 12' 1„ j I I, 2 2 3„ • *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES EDGE OF OPENING - • $�� 2�� : d�N LU Lj 1'-s" 1" 1'-4" O , <V 1" Big CO 2a, mid N 4 y • 12' CO • 21a„ "IV CD IN V'- 4" t„ 2 4" 10" - 2„ 4„ 3„ N 10" s" N 6„ 2„ 2„ N fn 1-1/2" THICK 07 I r 1-1/2" THICK 'M 21„ 4 °,ter r _ IN 00 4" 1 n W Q 1-1/2" THICK • 2-4- 1'-10" 1'-4„ 3„ 12,e 1� R� Q4i • 1ll N 9 22" - M TM 32' 52' 1'-5" 52" 54 a 1 I Q� 1 41„ z a � VARIES VARIES 4„ 8„ r--------- _ I 00 _ R C.o 6• 1" 32„ N N �r R4a" � VARIES VARIES KEYSTONE F11 OPTIONAL 4" GARAGE DR. OPENING — o 4" KEYSTONE F11 00 OPTIONAL 3„ 3 a ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" CO N 1" Eli 00 o "T MMr O NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10„ V-4„ 10„ R7o„ 14' 4' 1a' r- o N (V r 12 we "1 54° 2'-V 1' 12' 54' 7" A V4 •1" N N _ (V 1" FV� M GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH 2 U' r' Z M — o Z1131 Z Q J i2 Z co t In � w w O .T o = Cl) i� C%i o mCO 0 U � CON Cl) W O V C m M cc d co N 0.2C N U(D EIL CO : � 1 Uo Lo O Q C Q O ti N co .nV Oo —o ZO ZZ M �C p Z00 JLO may n�+ U) N J W u, Q W_ a) c IML" a a_ W U¢' a� z D V) W 3 Of O ) m m m � ILZ Jo Wa��N� N Q M OU M 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 ON Z O (3) 1- I-� .EJ O v) M(::, M a� oLn Q- LLLn d 0� U p00 z z z� J W � d' O ooZ c� z d g w¢�� UZOp 00' zLuw� �5!�Z F- 8WOao SFo W oZ zo > 72 Q U �z � o �..n 0 z 0 0 = N cr JZ �a W L LJ LU z 0 X L u LLJ N ZaoJ �Qza Q �} V p Z ,0o Z W Li) ce � (D W z o Z V g¢~ dd-- Q z <�z *k � a Z ~ GZ( a 171 O J = � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. . o SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from 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 PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET LPL SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp cos 10 #10-2 copper to WH #10-3 copper to Dryer METER MAIN O 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 4 Bare Cu Ground WITH CODE APPROVED 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. BUILUER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" (D �_ Z M O z�Z Q O Z Q N �J W � V U — 0 L a= -(D-V)L' ! O O m0 U W (DM c W M t— p — U 2M co O O O N U = LL M a)i/5 a- o O Y Q rn to .T rnCL Q 6 N�C�B-D�C O N m � N V o allo Z W �MI-Z --_j 0 Z lL. LL N W O w CL � z Z 0 -0 �29 Z 10 orc,no E 2� o m m rn W aV<CV LL Z Jo 04 M OU 0 U FO To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0 a1) N >��o M Q U-) -a Z a to C: '- 0 LL � U Q 00 Q � � Z W Cr Mj oZ o wo zaa f a H Z QZ w ¢ "L oUO o J zwv z¢ �mzz owz Lli aS�f o U L�u o Q T Zz z o w C V �z {.,L. �3 LIJ o O ,d ^ L J CC U = N O 8°o F LL a z w0_j U C0. , Q Po a a Z C G w J U Q ZLLJ 3 Q %r ce SP�o oe Z Z LLZ)Uo a �fF W J Lli 6i �a�05w T-I LLl Q o,oZo V LU¢� d' Q Zko �wz *k ZQ a z LU a tpl 0 J = z r) a. U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. ^ . O 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH q)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 Q EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD, HT. & (1)@ 60" A.F.F. O THERMOSTAT D]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights 8 outlets NEMA 1 200 AMP 01 #12 copper to 20 amp ckts 00 #10-2 copper to WH #10-3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp tr 150 amp 4 Bare Cu Ground WITH CODE APPROVED 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. FC...._ ...... SYSTEM I I L I I I I I I I I I r—� I I L _ J ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J C/> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR UPPER ELECTRICAL PLAN G J OPT. CEILING FAN 0�31 (1) PHONE LINE, (1) DATA PORT SCALE: %4'=1'-0" (D LO Z M O — O Z � z� 4 O +� Z V) 0 n W U-) (DI70 LL, — O o co V� 0 0 U W a)M c W co H — U t9 'O M O O NO r-F00 0 Y r 0 O Qrn rnQo A 1 B NCBDC , c- O N CC) N .w o 4 m p °Ci O 000 04 �Z W 2-'-. � C p J ILL. Z tL ii Cl) LL N W ° N �� 0 UL d W � Q O.� � Z Z v U rn = 0 0 00 @ Boa o^o m m QaQM W N U Jo < 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. A O O Z cV O n ��o tom+ M O M Q U) fo U) CL u7 •� d' Q a L.L. Ln ro Z CL p�U fu� Q � E � � Z WJ C:) 0z �o Lu Za f a F- z Q W z a- rz�° �.. �2z� MUM Z Q n �y�g OLuu U N o FuJ oZ zo U Zz ryo, Ln w J .0 N LU o � CC�Z O U = N O �Lu O o� ao0 TMR z U- U a m p (V� <za�a a G cpaQ Q Z o �o LL Z W �_q Lr) di=aao a �W� J ri z U Q Z oz 1,0 Z Z � ajj 0� O � W Jo W ,--I a to I II SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AM ES VERSION NO- 10 0 SHEET NO. 4.1 VENTED SOFFIT 40 en CT mr, VENTED SO 40 SQ. FT. ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 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 IFFIT ZONE-1 ATTIC SPACE 35 SQ. FT. ,NTED 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 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of allagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed rn zd z Q d z O C W cn .I..J w n Ow C1� I' 0 Cn ~ VO4 o 0 m U W E — mM Cl) C m Cl) 2 d M O o U W 0 L_LL� -5 a°ri �Y Q rn (0 Q- o Gov c`» Q o A 1 B D. NCBDC I`-A� co -.gip,. •'• • a1ImN r'c.O II 1� p � I J � 10 `t N 1° E'- m c. _ ��! ,C:+ N ^��°C"ms` —' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 cu F>J)MO M QU-)'fULr) In C1. f— N U_ro z QUa00 O E `s r° z WJ C:11 �- J Oz O w za f I— w¢ UZOO Z�wQ�Q �Oz J a v CA rn OLu V) ZZ O z z :D c Lr) O -0 U') Z o z a U T -L r , VLu J w ° 7 o I LL 06 J O O a VYV w 0 0 �a�a fV z�O� cw7az3 < o � z o z r�-i a � U_ LIJ J In rl W Q LcLJ G Q z D<Q� o w ° ° Z U uJ H g w z V ko Z 7 a C V) Z L W J Z o 0-az SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AMES VERSION NO. 10 O SHEET NO. 5.0 0 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 V . LU —.-�:— - W 43'-0" cn a 3'-0 1 TYP @2 J STORY S6 H.B.t �................ ..... . . . 0 ............... .....li .0 I— S3 ca bo 5 -4 v 16'-3" v HVAC CHASE r BASED ON I I 0'-0" I J S6 LOCATION lam/ . I 1 INDICATES FILLED CELL w/ 3000 \I _ ; ; PSI CONC. GROUT FROM FT. TO I C? I BEAM W/ (1) #5 REBAR VERT _ r _ \ I . ; . , ....... ABOVE SLAB TYP @ ALL PLACES _ I ' ' • . • ' ' r r SHOWN HOOKED FTG. DOWELS 5" ■ I 19�" I 516 t I I _ EMBED W/ 25" EXT. ABOVE SLAB r 1! I "GRADE 40 STEEL" It 1 TYP @ 2 STORY o ci N ,r, I r �� LJj CJ ,C3 CJ I ����` I" 2 -6 x 2 -6 x 1'-0 a' G ��� I W/(3)#5'SE.W. b ' STUB UP TO I t I iv ' I 2ND FLOOD 1 9„ 1_01O . 13'--'4" FOR A/Cof — �, �-- I I (2) #5 S ■ ; I 01-01, TOP OF CONIC./ PAVER TO BE 4" L o S3 BELOW FIN. FLR. ( ;\ 2'-6" x 2'-6" x V-0" I PROVIDE Y2" x 9" = J S6 I I RECESS FOR FRT. DOOR I -3 1/2"SLOPE W/ 3 #5'S E.W. ( ) TYP @2STORYco : r--------- —------J :� N — -i- -- o _ r I / BUILDER TO PROVIDE CC (2) #5 REBAR I _ VERTICALS w/ in 3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 FILLED CELL C� (2) #5 S N v 3 1/2" �, PROVIDE 1 y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY RECESS FOR I COUNTY ONLY ic> L SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC S3 I MASON'S SLOPE SLAB OVER 6 MIL L_ FOR WIDTH VISQVAPOR RUEEN STEPS AS I CHASE I REQUIRED PER TO I I r? FIELD CON ITIONS I KITCHEN ISLAND I ISLAND I 13 1/2 SLOPE' I LOW WALLS -- ------ _ - - - I- - - III' - o I� - - - - _- - I CJ I 711 ------ ----- cm o I I oil I -i-CJ 1 4'-11" t.L--J.! I oo 4" L J,l �' _ I�rF✓��U - - - - - - - - - - - I J IILJIIa ) S3 c;) II�� Jllz �0'-0" I (2) #5 REBAR T VERTICALS w/ in S3 I I FILLED CELL 12 o - STORY I c� <V I J H.B.+ S6 TYP @ 2 STORY 6'-0" 64" _ 4'-0" FOUNDATION PLAN SCALE: %4"=1'-0" CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" CONT REINF. SEE ID, FOR QUANTITY X 25" X 25" CORNER .R ONE FOR EA. )RIZ. REBAR, TYP. J.O. Iternate: i reinf. bars shall be t. around corner by cold ding the bar wl min. bar lap of 25". SCALE: 1 1/2"=1'-0" (D LO z M o O _ Z CO z� Q 01 z V) (h w 'U — O w V) 0) � Mo �i o U iy E O N M CmM N N -U OoCD LL M U� �Y 0Qo O-�t Q m U7 W Q O A' N�CBDC � 6 f NNI CN m• ;� l31 _ LLI �.& � �� I o °•^� W "d S;r.. 4t(o-kF®R ❑❑ 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 zC:) 0 N n �-' 4.j O 1,0 >U-)M�O M Q U-) 'f0 Lf) z 0 Lr) U- ro ce V 0. 00 � Q E ... z W Luo~ l0 d' J �z za a� f� z w¢&& o48o Z U Z Q ^� n UO§Z z � u-o SFtjo O w N ~ z o Q V > ¢ zz z Z a O . L l �z 4 u = N O ULu z0 �� PRE (�aa ] vama N A ` Zao� w J wV' QZQ < Q j w� r Z d W°go W ui LL.I 0 9 . J —11 I.l.1 LA U S V Q z Q z z Ln z z 0 � J = ¢z r, a- to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 6.0 TYP @ 2 STORY FTGE1 FT12 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 - 1 Od 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 -1 Od x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 1 Od x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dx1-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-112" HTT5 3225 5/8" ANCH. l(28)10dxl-1/2 K HD313 * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -1 Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-112" U MGT/MUGT 3140 3140 22 - 1 Od 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS 11X.1 HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Old X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-1 Od 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 3112 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6') *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY 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 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 2x STUDS SEE PLAN FOR INFO PLYWOOD 2x6 CONT, W/ (2)-12d NAILS @ EA. TRUSS CANTILEVER FLOOR TRUSS NAILS @ EA. END SEE PLAN TRUSS BRG. a� ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN, SCALE: 3/4" = 1'-0" MAIN FRAMING PLAN u7 0 r Z M 0 Z Q O J r2 Cn/�' Z W cn .{--J w �U — w O F EO C, ca i� V)� o 0 U w F— E —$ �M C (- co 2 a N Ooo Elm a) Ua�i L LL CO 7 cc Sao Y Qrn Lo O d rn40 A! B DO N•C•B D C &PIT A CN T- ( #3 CMUhl- LL' .d1 N LLI a 10 i0 C h rL m dN 0 LL W S per E S 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. i 0 0 Z iV O n 1-� 4-Jo F�+�MCO M Q - IZ V) •i d- Q�LL Q n f0 Q U CL 00 1-0 z�� WJ C:) J 0z o W� za of �F ¢ � z w oQUo zww� J �o CL z 0 .1 2 r� a�0o z t oZ 0 z 0 f z Z LL Ir LL a 1Ln O L0 O O o V = N LL �w w ow 1 he o Des) '. O c!�5 wpoZ5 2 N A � 0 22 < w CZ,Q J Q Z Z W w�LLo wp w w ���� .J T—I W o z o P�¢ 'd Q Z w~~ 0 z z t �o QJZ W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 W 3LOCKING 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 -1 Od x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1400 1400 110 - 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 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 10dx1-112 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" 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 HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS NLUS 6 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d PHUS26 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 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -1Od x 1 112" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d P2 645 555 12-1 Od 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 W13/8" 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 Af (+ +) (B) (B) (A) C. r ) (+ i OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER = (A) INTERSECTIONS. SPLICING / 2 x CONT LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=V-0" Z M o O _ Z m Z d J z Ln(D ) C �W w p U — w O C E2 I' o Ul) U w p U F— a) co co C�Mc O O N Ua) �LL00 ao Y Q rn mao LO O d M<0 B D.19 � : ilddd CD g CD•,,\, .cst � o• cIr I cb+p FL � •• �S Z ��. m'8' �..... ¢ �. {dltttHi �`0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2024) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV O cv n i-4+'O > V) M O M a�f0`" z 0 LL z QUQ00 00 . E u z WJ CD �z ce zaa E 4 z H uj x UzO,0 Q zUjw(Y �=zz ^J W �f� �(S z ado oO (3)o o MW Zz >U ¢z 0 0 Z a W o = N � LL L X o� 4 OOa0 X�o N �� O o¢ a t� d- LU ���o z 8 ag W��o Z W Lf) a w � -0 I rl U.! � g Q z o Q¢a Q Z w~~ �d-z l0 Liz Z ~ W R N q' z o h J = ¢z a U SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.1 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer With a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. 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 win, 0 MEN FORM & GROUT SOLID Jr—o. _ w O r O #5 BAR CONT. 8F12-1B/1T O V' LINTEL DETAIL SCALE = N.T.S. I E N ro i TYPE DESIGNATION F=FILLED WITH #SREBAR MIN.(1)REQ'D ATTOP ALTERNATE POWERS GROUT /SSUNFILLED R =RECESSED CLEAR STEEL LINTEL a ° QTY. OF #5 O ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY = c� 4 ° M,U. #5 REBAR AT TOP W ° ° ° MIN. (1) REQ'D 4 1-1/2" CLEAR F 1 1 T 8 6— B/ ep ° a° Z D C L6 • co GROUT Q p tNOMINA QUANTITY OF 5 REBAR AT n j x z w o 4 C.M.U. - WIDTH #5 REBAR AT ° O BOTTOM OF a (n - , TOP o LINTEL CAVITY Lu W O y _3 NOMINAL --BOTTOM o � b o HEIGHT REINFORCING Q ¢ 6 m zi u w � 7ACTUAL PROVIDED IN LINTEL Z d ,n Q =' CS 3: (0 D D A, #5 REBAR AT BOTTOt 8" NOOMIMI NAL WIDTH (VARIES) c~n Lo a a �o �o AS INDICATED Q MATERIALS c�precas'T-ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f'g = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 2x8 92 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13)10d NAILS & (8) Y" TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2 EPDXY ANCHOR OR Y" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 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 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN -"T/VVALL t It 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL SCALE: 1" = 1'-0" 5'-10" LL O 6'-6" LL O 4'-6" LL O .. ............ 5'-4" LL OMIN. r tii• s. 5'-10" LL O 5'-8" LL O ti 5'-8" LL -01 5'-8" LL O 17'-4" LL OEMIN. LINTEL PLANT SCALE: Y4"=1'-0" (D LID M — o Z Q O J CL Uq crs 4-J w lC) U — DLIJ °� = m 0 V oQ U Fn IZ- N M L L I— E fi —8 C @ Cl m v 04 000 co ��00 ~3.00 n <Crn o to rn o� 0)¢o Al "BDC LLl o u ;can (v • d ;LL °-� UA ca N�°i L©. 14 UM • iS' Ilk•...••.••o��� 01� s S JO 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 O Z N 0 N N > V) M M 0 LI) Z Q. U) L U*)Q Q�U� M V CL 00 Z�fo WJ 00 OZ O za <a w¢�� �zgo Z Lu L 1 W FUZZ 0 �J Z O E o UFO � T y O� zz r > J Z s Lf) o _0 Ln < o J 0 = N 0— LL12: OOZ ��o 3 !- 0 x N J a Z¢0< W� c�aaZa3 Q Z Z ,�•i oOjce w�1to Luau w J L.ri --I LU � �' V, o z o 2 Y Q mot. V Q Z Z Z 90 aZ �z IS n g = ¢Z � r"t r-I Fi (n 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 D F 0 S ( ) I L NO LONGER BE PRODUCE OR RESIDENTIAL OR GENERAL CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT I THE CONTRACTOR'S RESPONSIBILITYV T E TYPE S 0 TO VERIFY H 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 11 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 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1. 1. 4, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) "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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 13.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2, 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1, THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO, DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 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: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FRC R301) 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: 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 (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN T-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI GARAGE DOORS (V = 140 MPH) MINIMUM. TYPE: 513 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWING S BEFORE 4.4.3, ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF SECTION PROPERTIES LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER TO SUBMITSHOP DRAWINGS TO THE ENGINEER OF RECORD. THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y�, DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 111 SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH TRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy ITH G90 4.5.2. SHEET METALCOATING ACCESSORIES SHALLDACE NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. WITH ASTM A52 -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO LFASTENERSANDTIE 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4. 5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR, 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST, 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE, 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent siggn which identifies the termite treatment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/spprinkler systems including all risers and spray heatls 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 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n rete overpour and mortar along the foundation perimeter must be removed �ie ore exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewails. 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. Z M o ID _ z° Vi Z J Z Z nV) W U 4-J w - w O D U _L0 ~ N V) ~ 0c:) U mr at c') L LJ F- - 8 c a5 M m M cn 0 0 c" d =aj D mum C o Qrn 05 �o `r' a v rn<0 A1 BD,_ N C B D C Fqr N +' � W 40it 0 > �u a� � a - '.Q ;3 0� _ , m e a On 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 a N >(n M O M � j fO Ln ( Q (1) rL L.L. � �M ZU a 00 Q � � Z J � W d- oZ �o W� zg LL. UZOO zWW� ==)ZZ .2 .--2- 0: �UN �o _ W z z }U >z J Z 0 Z O U-) �a U -r N w o� +, � a � a N U) VJ Z aO�a `c�z¢ �aa �u Z LU �a -,' _I Ln T -I on z 08 � Q z �a�z k k.0 Z Z a m � = J a Z §1 a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1- / w 15/32" CDX Co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + '_0" (TYP.) 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x v 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 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 0__ FILL CELL rn w CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK BOND BEAM USP ��— CONT. #5 MUGT15 TYP. GIRDER TRUSS BAR 2X TOP PLATE #5 CONT. 5/8"D THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION .—TJI TO BE CUT TO ALLOW f FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small 2" min. 2" max gap 4 max. 4 Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. --- - -- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/1 O details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-011 ¢ - CD STUB -OUT FOR 1'-0" o 0 -1 GAS METER O o iO � U O O CV _ • 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-Y (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'-01, (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I ISP 3" (1 Od) nails at 6" n c- QY/ Provide adequate bearing for each lapped joist. nails SECTION @ INT. BRG. WALL " MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearing Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BCI6500sO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC160s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. DON A 1 z' ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1�" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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 I.0 US ML TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I—III—III-7R- ENail with 10-10d nails. -m= nstall tight to top flange.SLEEVE THRU STSEE PLAN FOFOUNDATION INF° d' STEM FOUNDATION GRADE \ Filler block. Nail with 10-10d nails. d Backer block required where top ° �{ mount hanger load exceeds 250 lbs. Install tight to top flange. u 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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist D T depth I -JOISTS BUCKETS N.T.S. REINF, SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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" CENETERED (CO PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE n 11"1r \ /r 1•'1TI/'\ A I TI 1P'11 1 r\ 1n TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / P r— LUMBING LINE d L d °.d d - 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°f a° ° d ° d ° G SEE FND. PLN. SIZE & REINF. 0 C� Z M 0 zw Z IDQ a z ■ cn w p •U — w O � C V) I- o 20 m C)(DM LLI F— —c� to c m co m m N Ooo ( U_o 5 Y Qrn rn 0 O rn v rnQo 1 -a D. N.C.B.DC T, W klx�, 0.0.\`` `e5 ;r co .• z( z a LLL O rE m zi om c til OF �•15 0eilhd@file°k� 4UW, f— ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 (U N O i>+Lr)MO M QU')"raLn o- (L n L57 L to F- C)- , M Ufu .--I Z > E fu — J O W "0 d" z 5 w� z a <a w¢2?C UZOO ZLUw 0 � z 2 z J o �2E0 8Fo �/'� VJ W ON }o _ ~ 0 £w z Ln 7 O _0 Ln rr �a N C)w Sao m 886 u am N Z .0< w'a�'z¢ Q ¢aa3 g��� Z t�—i W�9E a U31'� W J lli rl LU a z NoZo U si- Nr z V) m t Z t1J o �W � N g = ,-+ a in SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 i ..I DllrilliyrFlilllmlI[IIII III II I I I I I I I 11 1 1 1_,--..I 11 1. n •In FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSULAFION LEA / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" CHAIRS (TYP.) PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. /-PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH c -I I W�=1I WI =I I I I D ' III I I II I I 1' ~I I III - III—� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH • I _ 111--1 11- I -' r TRUSS (SEE UPLIFT SCHED.) W/- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF / ,- 7(16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 0 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR 8"x8"X16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ __,,-8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON 7 TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. --\ 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 o NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE c p T [ 0 ZC 6 co 6 MIL VAPOR *- BARRIER ; 4 I 1 COMP. SOIL. ° '- _ (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 -]/FO.H.D. RECESS 'T z M MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 BLOCKING —� `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. IZT� 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALLV 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS ASHGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACHFOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ COMMON NAILS @4" O.C. @BOUNDARIES, 6" O.C. @INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP SPT22 CONNECTOR " " II " " SP SPT22 CONNECTOR 5/8­ x 10" "J" BOLT @ 24" O.C. W/ 5!8 x 10 J BOLT @ 24 O.C. W/ 2"°x3l16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1 5/8" " TITEN G @ 2C CO ELEV. 0'-0" 2x P.T. BOTTOM PLATE OL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 a WWF OR FIBERMESH WWF OR FIBERMESH a 0 �31/2" MIN. �31/2" MIN. Q° a ELEV. 4-3 1/2" z > ° a Fp I I �I I —III —1► 1=I •I 'I—__TI I (II'�1 I1I ° ' 2x4 CONTA.1=1 �I31/2"(min.)- 4" — --I 11=1 I I I I I f—ll=1 11=1 I -III-III-1 I I I 1I==II' =11 I �. /2"(min.)-a 1= 341 4° No Im" — I- ° 11 I a a a 4�L31/2"(min 4 GARAGE DEPTH VARIES '' L I I I I I I I I I I II III— I-1 1=1TI—I 1=1 I I I-11 ' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4,; I III-1i1,-4(,I I -I 118" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP a SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" �( S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SEGJ�� PGS'\E� M\N\ 1Jo s 1GGN(\N 8" C.M.U. (2) ROWS OF 2x BLOCKING @ rF7/8" x STUDS @ 16" 0/G X'" THIRD POINTS ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 1 "x P.T. STUD #5 VERT. IN FILLED CELL STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION C\I�I AYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL USP SPT22 CONNECTOR @ 24" O.C. VERT. BOLT PLATE WASHER TYPICAL RD LAYER 1/8" THICK. K.O. BLOCK Zx P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD SPACE ANCHOR ­ (6) 1/4 x31/4 TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ci �„ ' ' ' 2X P.T. PLATE WEEP SCREED INSTALLED PER MANUF. z_ FINISH GRADE °O 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a w 2 a � BOLTS 6" MAX FROM END OF 2' x PLATE - P �•f I I—� 1=1 � • _ D D - - - - - °° 6 MIL VAPOR BARRIER -1 o ° I —I 11=1 11=1 - �° R 1 7/8" ° _ I (= i I A. I I 1 I T #5 REINFORCING BAR 1=III=III=III=III=III= , N z ° D III=1=1 I —III —III —III- ? , I o . (� 11=) I h- jI r #5 LAP SPLICE D°—III—III—I 1=1 11=1 11=1 I I I . 11 �I I I g ° � � III—III=III—III=III—III N ° I I I=1 � I-1 I k =1 I I=) I=III= I I=1 I = COMP. SOIL. (COMPACTED TO —I 95% MODIFIED PROCTOR ASTM III=III=III=III-1-1 I-III-1-1-1 1=III=III=III=III I l i l D1557) 11 I I Ill ICI I I I (� I I� I —I -1 I—III—III—III=1 I=1 I I—III=1 I=1 1=1 I I —III —III —III- 4 1-4' FRAME WALL TO C.M.U. WALL CONNECTION f D l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° GRADE 00 - - - - .° ICI—� I —ICI _ - - =(1) #5 REBAR w/ OPT. '1=... Ill-►I1=-11=1I1=11=SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 N a . r _ M 4" T�. T SEE A/S3 0R J/S6 J FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD, 1/2" FROM SLAB Ol ,_ o ,1 J CONT. BEAD SEALA� INTERIOR a- -3 1/2" CONCRETE NAILS W 1 1/2' 7) MBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° 0 M 6 MIL VAPOR BARRIER E -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 `I ' WWF OR FIBERMESH co 1=1 I i=1 =1 I I-1 11=1 11=1 11=1 11=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HGOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM IV & LAYOUT DESIGN SEE OF PLANOP FOR STRUCTURAL BEAM SIZE & T 2x4 P.T. CONNECTION INFO PLATE 7/16' , ) o.s.B. 2x4 #2 SYP P.T. FRAMING w/ _ I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING w SCHEDULE a � w oLU 0'-0" FIN. FLR.jjk SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"" EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR_ 3500#, MIN. TENSION 2600#) _ E 6x6W1.4xW1.4 WWF OR FIBERMESH r II —III= —_III_ o r- (2) #5 CONT.iI ON 3" CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0° S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) T-1 IFWW OR FIBERMESH �' I M 1 Vn nLllYl IIYI V• OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /� SLAB STEP & RECESS an S.G.D. l M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' M co GRADE_ - a 4 ° LL' ;III —I 11 ° °. °—i I I —III —III —I' Z 1= w =p III —I —III =III —III-1 l I w °ooU)_ Iit II( o� II=1 =1I - zQ LL 0 l 1 ° e d I=1 =111=111=1 11=111 =III=III— FOOTING III III —III —I 1=1 1=1 III —III —III_ 11'''IIITII � 11 l lllli i 11I ,� 1 -111=1 11-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 to M O — O z (0 z Q a. U) z ■ W cn �--� w � p w 0 � ul ca � 0 (/) 00 0 mI— aM L1J I— — 8 M c (6 M E 2 N O age = ai ID o O .c ILL 00 0Y� U � _°e tC) O m C. 0) ¢ O A1 B D® N C B.D.0 �0 vWNs,,r tj o oNo1,t � Ju P. INS O .•• W 'I -' r �e�/POdtttill' !TL"J-I 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. CD C) Z 0 I� 1,0 > ) O . M Q V) 70 LP) z a In M in 8 (1) - Ln Q LL CL 61 ro *-i ()0 Q z W _j� d- Mj 0z �o W� zad <¢ C/) F u >- Q 480, zU-Q m z W T Z (Dg�jW -. M 00 El 0. 04 .J F T i 1 Z Z ¢z � z z .e I � N �� z 0 0 fr / 0 Lu U = N 4 g LU ppz J ti r X88 V a m a N I\ O LL °¢tea z Wiz¢ Z Z 1� i:0,�0 Wa u_ w W J T-I W Ll j C Z :5 to Hp z OO ¢ F Z Ln Z (. [y z Z o r� g = z n a rn 2: SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. L^ . 0 SHEET NO. S3 (MONO) 12 (TYP)SEE ELEV. USP SPT24 @ EA. STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C =_ -7- EDGES & 8" O/C FIELD - - USP SPT22 @ EA. STUD V_ BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA, EXTENSION SCREW OFF CAP (3" DIA.) — FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO DRAIN WALL CLEAN -OUT q SCALE: N.T.S. REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 11 ° ° 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 NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a T Uj O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° a ° 8 a ° SEE PLAN FOR FOOTING DIMENSIONS POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 6 E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING —� 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SLI VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° 4 e WALL 4 ° 4 DOOR STOP LU c� ° a MOLDING za a 2x TOP PLATE /v v' GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE ""' REINF. INFO. VW/MOUNTING ANGLE ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 SF p/NDO�L �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) — 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 V -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN `S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. io USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING FN/iyG, WALLS NOTED WITHOUT UPLIf P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. SLI SPT4 S 2X STUDS @ 24" O.C. G P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C _Z (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /--CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -' - USP HTA20 @ EA. STUD N MOISTURE BARRIER MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED • �10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ 4l 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS USP rc uor or 1 Y SPT24 uor or i 4 ST ST io J-1 M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 USP SPT22 USP SPT4 ° a °4 2X8 P.T. BOTTOM P AT OC USP-- ---. uor or i '+ SPT24 uor or S� SF TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 ft ° 4 a ° r1:5) 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING NAILS @ 6" 4GGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) F4 " C ROOF TRUSS ABOVE /- 2X BLOCKING �9] (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'4" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. LPLYWOOD 'LYWOOD FASTENED TO TRUSSES lo rE SHEATHING VITH 8d COMMON WIRE NAILS @ 4" S4L)/C BOUNDARIES 6" 0/C EDGES fe 8" O/C FIELD PLYWOOD SHEATHING MASONRY P WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 ID z� ZW z Q J a co z «s � w w Q � � l/i o to '— i� U .20 m CN Uj F-E —8 �M (Ci Cl) mvc, Ooo Uiv tU_op Sao ov. Q rn M< A � B D. NrvCB-DC .x it r/m 4�+ `cOI, co c+r'N g� �'_ o •� z -1�." N G J Ol N Z -4 *._pAE UM W `J>�g,N= $S{ `��'`��'ttlE!{{'t`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 C:) Z 0�1� r>0 M Q M Ln a cn�- N Ln U M 0- 00 Q .� � Z IT WLU J 0 d- =Z �R Zd a� �a a VZZ O O, EW �oZz c, J a�Eof HFt,o oZ Zo ru > > z Ln 0 Ln o � a = N J WUj o� V 8 m a N L1J od o¢ z A w J aaa� Q o09C � � P W Ln 11j a rl Uj Q 2: z 0 gZO w�� u, 0 dam- � Z rj Z z S Uj aZ 0 = LU r-1 rl t!) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2-mo SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TW" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER O.C.(OPTIONAL- SEE OR BLOCKING F OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL — ROWS ROWS OF ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT L BRACE " " TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ 3 10d (} AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND LEAST 90% OF @ USP " 8 FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE E 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 SPACING 7/16" OSB SHEATHING & (2)10d TOE NAILS �• @ FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" „ @ 48 0/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 2'W" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER T USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM . 1C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB 24" ( MAX.)) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) _ NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL 1 2 SECTION(S:�)i WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL— X-BRACING, AND TOP r co NOTES AND NAILING SP HGAM10 W/ 4 () CHORD BLOCKING N °O °° SCHEDULE FOR SHEATHING DETAIL 4"x1-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" ill 1 1/ ,,. 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES ;° 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT 24 O.C. ON TOP OF 10d & (2)10d TOE -- BOTT. CHORD FOR 4 -- TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5112" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF [� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT i— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT'� N. SEE M/S5 CROSS BRACING DETAIL 12 6.9 1 MAX. SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL NAILS 2"x4"� RUNNE ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 SCALE: N.T.S. `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 8d @ 6"O/C WOOD TRUSSES (2)16d NAILS 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) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g - SCALE: N.T.S. S5 6" OVERLAP ` MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL CM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) L- z w BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "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_� dy TYPICAL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM 7 BLOCKING @ AR" n/r. —A GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB91 SCALE: N.T.S. S5 20 -0 MAX 20'-0 MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. w ---mow wU'' b O 0 C o o z o ca 0 0 o 0 d ui w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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. @ EACH STUD HIP FRAMING REFERENCE PLAN E S5 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 W/ DROP CEILING BRACING DETAIL /TOP & 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 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 0 Z M 0 — o Q) LE 3 O Ln C 3 cis 4--J w w O � o i� l%i o 0 u w x- to — 8 N CNM Cc{M m a cn 0 `00 � � �00 Y 05 pd Q rn d) AI u. N C B D C CD N Cl) x `W C'). '�Z LLL. M a N N ELL w ,71�,LU rU WWz O O r- .00 pp� a+°°', W 4N Q Q��� C).' U b 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. 1t O 0 Z N OIL i') > V) O M QUjM U' .L U) R U_ U Za Q� a � Z � J W ~ d- J oz o W� zaa w¢�a 0: o OQ� z w w d o ��o MrIN zz ro J J �Z � 5� -0 w o 57 -v Lf) z = N LU ZOZ ow J._:. Q� w0o� N nr Vama Z-4L¢ I� -4 L7 c�¢Q < ooL:uo o�o_ Z Z o w�wo Z LLJ r�-1 Ln a �w�F' rocZ, 0 _I ri w p SQQ Z Ce l0 Z a�z m g = �z az O g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. ^ . 0 G• SHEET NO. S5 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (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. PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF FOR UNDERLAYMENT -SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT, PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od UJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . g 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 O OR FELT �ERPLAN PAPER FOR MOISTURE e:e 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" 0/C CEILING & 8' O/C WALLS 112" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER d MUNICIPALITY c CV •e' a AA r_ _ _ e.. M ' I -I I f -III-III-I 6x6 w1.4xw1.4 ° '• ' . ° WWF OR FIBERMESH I II I II I II I I=1�I I II III _ ° STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) v 4"x4" INSPECTION PORT AT 0- EACH FILL CELL TYPICAL w °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE 00 I', \—STD. 90°HOOK (3) # 5 REBAR ON 3" CHAIR 4" "'- I (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ,1 SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-10d x 1 1/2" NAILS TO STUD 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-1Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL—-_ BAND JOIST *USP MP4F @ 24" ox. w/ 12-8d NAILS 1St 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 @ 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 8'4' OF END WALL FROM EA. END. (TYP.) TOP & -END SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. 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/ 0/C FOR THE 1ST 2'4' OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4)1/4" X 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.U.C. 8 10d NAILS TO STUD PER STRAP FLOOR SYSTEM MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a a . e .4 d' °. TT. L° f° • .. 4, .e — 116r I I ICI II I ICI II I ICI LITT r ' (3) #5 CONT. ON 3" 8" 1'-8" 8 CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" CJ`6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET G FLOOR SYST M I I ( 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 0 4 FT. O O 2 O 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. 02 O O 4 FT. 4 FT. O 0 4 FT. ROOF NAILING ZONE DIAGRAM (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w = SOLID 2x u7 C BLOCKING @ ALL o C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C x iF EE w x E H 2x STUDS w BEYOND. C0 SEE PLAN 0 U) ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) o LU ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Q ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD Z_ ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD a z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING w0 Q SHANK NAILS) W NOTE: x ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD o (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 Louw t-Om } G I- O in SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH H O OJ U) O p m 0 PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO w K wlzH g w STUD AND OR BLOCKING AT ALL EDGES. N W W O LL• co 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 S 3/4" 1/2" S 1/2" O S ,1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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 @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 0 AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116' I 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. VFRT C__ MKING S6 & NAILING SCHED. SECTION X-X S,t p�NpO� !qN 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 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER 10d NAILS @ 8" O/C TYP. 1 2x SILL PLATE W/ 2 BOX HEADER O ( ) ONLY 12d TOENAILS. DOUBLE 2x EXTERIOR HEADERS CRIPPLE STUD (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 0 N1FR/%, pR SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. Wl 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 7 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH CV '•.e .. MI_I I I_I 11_I I ° " _I I I_I I I d I 1 iA. .. e, -1 I I� I II I II I II III,IIII °- I I I=111=1' (3) # 5 REBAR ON 3" CHAIR 4" 114. W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' 9' (2) (3) (2) (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. 00 FINISH GRADE I— co �IIII�' QI @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. V S6 UI� Z M O O _ z� z� Q O J r2 co z 4-J LLl • V0 •U - w OE�' �Vi RT ~ o0 m ~ ,V U LlJ F —8 vM C t6 Cl) N o00 c u CU U) Q v� U)0 � rnQ o A1 s D® NC"D,C �1�\1tiidi/a0 /� o N 'fjN IV C:,o O C', . PLO N Z � "�i ••s-- may _a_ _ Q~ 'U);. N 'te •e N G l,t LntA�'rt Llf� ..W_ .W Co.-_,_- V¢o. ° Z Q - O !� .� o.: w, 4) o.-z ^ Cam , • �. o • N ' 'O' f'!s r, 4 - 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 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 N N H U-) r O M Q c!) 0 Ln a cn•Ld' H L_L� oC U a TC) Q § Z � WJ l00 d' oZ �o za a� > w¢-.-, UZOO Z � W K �� 0� o Ujuj �LU Z Z ro J aZ QC _ F_ Q) uu o O � U = N 0 z o U 02 N LL 0 a n a Z o� Q gw h g Z z T-1 wogw o �a�w J �--I LLJ 2: Q z Ln o Z U U ` o d- k l� z a � z Z Q�Q W ¢ J Z 0 a W ,--I SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S6 THEN WRAPPED AROUND STUD (USP t 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 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND 2x4 syp NAILED TO STRINGER blocking strap (U' M 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS ix4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" 41 STRINGER MUST MP CONTACT WITH LAN 2x4 CUT G,. DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS B2x4 BLOCKING FOR 2x12 C 2x4 PT UNDER 2x12 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER;7\rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER �UROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/a' X PT NOTCHED INTO STRINGER FOR STRAP 2 4" TAPCONS @ MAX. 32" O.C. D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. , v- SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE --l- \ FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL. DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BI IN WALL P�! 1=11% 10 2x4 PT NOTCHED I1� AND NAILED TO FL( AT STRINGER CON' CTION VIEW "D" SCALE: 1" = V-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 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-4t:� STRINGER CONTACT POINTS SCALE: 1" = V-0" SECTIO N VIEW "B" SCALE: 1" = 1'-0" ;ER SECTION VIEW "E" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING E SECTION VIEW SCALE: " = 1'-0" SCALE: 1" = 1'-0" 4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH ^ 'RINGERS r ' x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 rno nr uL-vGL Uwcv AND NAILED TO LVL SECTION VIEW "C" SCALE: 1" = V-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT DER PROVIDE SOLID BLOCKING VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO (LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /-ill% UUI40 1 MUU I IUIN Ur I /AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) 2X USP (1 ECTION VIEW "H" SCALE: 1" = 1'-0" 0 1� Z co 0 O — o Z C° Z Q O z V) (D Q) cn 4—j w w O ~ 0 o0 �V) U a)M LJ J ~ Ep U — C cc Cl) N a N O O CD(LirLL00 C)co U)Qo a°�i Y Q m u7 O c} 0) Q O A1 B D® NC BDC If Co `, r V�Cx ��w _.., A' ®• N C QNPSe O 9� \ 1:1 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 ;7 N 0 n F> U) I M Q Lr) f0 Ln d to •L d Q L.L �- f— •tj � v a 00 Q E� fu z J W W W0 Za w¢iYa a oQgo zww= �ozZ K i J 0. UFrzO N = w oZ zU U U) z ' ^ y , Q z �a U _ ^'LU l V ow 0 Q �+ FYI-' XOC,� 6 P 8- f = V - a o w z �¢ Q z 2: Z J TI w 9 0 LUa w w W L.ri Q LtJ Z Z Q K o z o �¢~ a�Z d' Z In �z O = az g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. ST 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 I— ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. �— TO SHT. SDW2-K1� TO SHT. SDW2-K1 FOR CONN. DETAILS _� PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1Od @ 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 2X PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING 3/16" O X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM @ 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 W/ PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 1� DETAIL FILL STD. STD. 90' ` /� 90a HOOK TYP. ( ) 2x BAND JOIST FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" L?4 METAL SEAT PLATE 1 X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4DOI LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAILS ` BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING _ 2X8 P.T. WITH 3/16" 0 X 3" ' +2� NOTC FB @ 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. v. ` ` - JOIST & (4) 3/16'x1 3/4" WEDGE K.O. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES ` BOLTS INTO BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CCER LED CELL FOUNDATIONP PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 90 #FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX .: SOLID W/GROUT n 2' -0" 8" 1-PLY PRE-ENGINEERED TRUSS ° 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2 .. BLOCK HEADER 4" TAPCONS .:° 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12' NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE (4) 4' X 1 a' WEDGE BOLTS [ (1) STRAP =1225 # , (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) .a - 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOlo 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2 -6 FOR OVERHANGS BETWEEN 3!4" TO 1/2" 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 4Y? WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0� (2) 10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 V// + + �FN�Ty PLYWOOD SHEATHING �- �� r_ rr 1 O 5 O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO OlLf 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.) Z-0" 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT e >: ° :e . p• a : n #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + . .' D 4 p' 10. e b s . CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP A 9 Fr — ' IN TOP o KNOCKOUT / N EACH TRUSS v . CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 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/ CONNECTOR — d MONO FOOTING •A e.. (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILSLj SEE LINTEL BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS � ' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -� n ' CLEAN FILL .0 A. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT ? z TO BE INSTALLED 0or 00, g 110 4'4' MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTEL ° STANDARD o ° STANDARD SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90r #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) O FOR OVER HANG FILLED CELL, -, -, - 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC S MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • • � , . _,. INSTALL WDW SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° 'e'• - °"°• °°�°• �`I%. ilk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF, PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = T-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY 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 SILL. C) SET A FULLLL 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 HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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. t \ 0 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. COURSE ) EXPANSION STRIP EDGE DISTANCE v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL p p' u w a A REINFORCING AS FOLLOWS: * SEALANT rL : ' c ' � —T CL I'- < PLACELOWER HALF OF MORTAR T OWE H R IN BED JOINT DO NO FURROW. o PRESS PANEL REINFORCING INTO PLACE. ; :.<::; ,:,:... '> •:"-� �- ' '`' �. •'�� ..... - — I— -III-I —III — I ' I I =I I -IIF D #5X6 EMBE D D INTO C,) ' E 0 z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL << 6 MIN. LAP SPLICE W/ REINFORCING PANELLO o P EXISTING FOOTING ¢ - 2-#5X6' 1N CONC. SMOOTH. DO NO FURROW. - o ° ' ' III II I —I V. co FILLED CELL = I=-�� DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o I �—IF SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP ° +•.,: O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° C14 p REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o „ (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. 00,COVER EA. WAY l� 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. 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. Ul-_ z co o O _ z° Z Q J a t� Z tnn/)yy Z cn •W w � p •U - OF- w E i� C/i TS ~ ,V C) o r- m ~ W E U �M Cm co mMM 0 O _ N O s I i CC) 25 aa) r~o atr o- o � 0)n� ao A, N C B D C vj' S N N Ai, • L-L � w zw `N°q �/ nz LL �Ot- ESSjO U� To the best of the Engineer's kri 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. 1f 0 C) Z On >v)�o M Q U-) Ln � n Q "LLB 0" � M V p- 00 � Q zS � � WJ C:11 d' oz JR Wx Lu za a� �F Wa9!am UZ r'""OpU 8 zwwQ�Q {-UZ Z i =O W Z �a0u� Uo�O Z Z rU �z � C: -� ul z a U = (V CLU Poo a(-VQra 0< U0mn n WIZ¢ < oo Z 2S90 V..I T-j 'r.� / w yj a" Q 0 J r-i LLI �L Q Z cn F z o v a LU z y� TF z Z d � (n ji Z Jp o �[ 0- = a z Lu r, U0 SCALE : AS NOTED DATE : 2124/2014 TECH: MJAMES VERSION NO• 10 SHEET NO. SS I I__I_11 II ! III 1'gll 111 11 tl IPII I I'll! I I I I P U'plAl I'I I II ;Ill'I 91 arril, ell jw _ I _1 II __. 11 "I'I'll l'IA I1L II' I 1 111 '111 ' 1" 1' I I NI I I ' L SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS SSES HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM (2) 12D NAILS -� AT 12" O.C. MAX BEAM aC� RAISED ENTRY CROSS BRACING DETAIL (TYP.)r HIP/RIDGE BLOCKING DETAIL r2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. , 1 ----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR, WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v FFJ ITI 1_� TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS CV VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) . 2x8 #2 SPF RIDGE BEAM . 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT- / CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL aC� INTERIOR BEARING SCALE: 1/2" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES X IT ROOF SHEATHING ATTACHED PER 2X4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE OILVARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO ilk SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY $ SCALE: 3/4" = V-0" USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER USP HD4101F BUCK -- SEE ROOF PLAN P MORE IN SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCH DULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN SCALE: 3/4"=1'-0" FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A ■ SEE PLAN FOR USP ST18---/ TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM L- FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @a FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS ili?•➢ WWATATIOlO k (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: USP 44. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN ce. TRUSS COMMON TRUSS aa. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE Dj 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" 1111'_� DETAILS & SECTIONS V u Z th O — o z�z a J z V) (D Q) N 4--i w n3 0 U — w Of ~ L, = 0 o 0 YZLnU W — 8 m'M C f6 co m M co O 8 za) - U a �_U_co �Y n o u') Ov Qrn rnQo A' B D. N�C'B -D-C lll;t CC. o /s IMFAi ..,rz W`nr S E �° O � ; J �r u.I- LLU r � .a m (L � 1� Ez a ' iala °I LLonc�(���CL o1 a FL 'r/Id e 1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD �N z 0 a)N i-- � 0 M QM�Ln �`- n Ln a - U_ 0—In �— Q� U Q00 Q z J W � 4- ;z z S <z W¢W- a U480 9.zw-0, wD! Ya0"> a -Fro o V cl) M !i Ln T i z O Z Z r o ¢ z 5w J F— Z� z Ln 0 W Ln �� = c G p o _0 z 5w = N ) J_ < LE Lu o9 aor- 0 � J: LIJrQo¢ a.-2 UR' m N 0 ZWZ, Z Z CY W J Ln >,W0� Q z o r-I LLJ u, U oa~ k z z � z Z m N Q = V) Z ¢z O ,-1 al cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. D1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED / 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR THEN DOWN THE FACE USP SPT4 W/ 6 10d X 1 1/2" ( ) OF HEADER/STUDS W/ @ 24" O.C. MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING ® BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. 2x CRIPPLES 16" O.C. @ (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASNORY & 8d BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS 2x STUDS � FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE 2 10d TOENAILS AT EA. () (1) 2x SILL PLATE W/ (2) 12dTOENAILS. B 0 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS • • • °°' SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x %FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER 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 1/2" GYP. BOARD OR REQUIREMENTS TO HORIZ. BLOCKING TYPICAL BLOCK FLOOR DECK 2x CRIPPLE AT EA. JAMB INFO WALL USP - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8 RIM BOARD END OF OPENING TO STUDS ABOVE VEE PLATE NAILS & (5)Y4" x 2Y4' TAPCONS •• •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '' '°' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW, CONTRACTOR WALL SHEATHING —(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 TO RIM BOARD & BOTT. CHORD & (5) 114 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF �� SCALE: 11/2" =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" GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4"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 R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CONNECTION IF MSTAM36 CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT rT� BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: 1/2" = 1'-0" AS NOTED SCALE: 3/4" = V-0" SCALE: = 1'-0" SEE Q/S4 FOR A USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TYP-7USP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°oo°oo°•oo°o CRIPPLES IF LONGER THAN 8" TALL T 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) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) TF NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF HEADER/ STUDS SEE PLAN FOR SIZE 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 CUE 5/8" A.B. @ 24" O.C. AND 6" FROM 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. wl (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" MORE INFORMATION BASE PLATE O USP SPT4 EACH STUD 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft 2 2x () SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B H B C PRE-ENGINEERED @HEADER /JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 SPT8 @ 24" o.c. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. SPACED 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 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B OINTERIOR HEADER G PACK W/ 10d NAILS @ 8"O.C. I NSTALLED 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 & %$" ANCHOR BOLT W/ BOX HEADER E F TYP FSEE PLAN 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 o.°.. o•`o. o°.o: u.°a. BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING �� AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS o a SPT22 & SPT24 (OR SPT4) 10d NAILS & (4)Y4'x2Y4' CONNECTORS @ TOP PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS SEE FOUNDATION PLAN PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ (2) - H TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. 2nd FLOOR STUDS BELOW HTw20 BASE TO HO H EADER 5 LOWER ROOF.6 2 STORY COL. GIRDER (IF CRIPPL LES ARE LESS THAN SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" 7 8" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" = 1'-0" ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE ZO CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF () 2 2x HEADER SEE PLAN USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, HEADER/STUDS W/ (22) 10d DOUBLE 2x4 (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. ° TOP PLATE ILL 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 2x CRIPPLES 16 O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x PLATE W/ 2 12d TOENAILS. F 2x4 2x STUDS @ 16" O.C. @ W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB 1 SILL () () OPENING LARGER THAN 4 ft (2) 2x ° 48" I' TOP SPLICE MjN Dp (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO, E E EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE , (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft 2x 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 (2) SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, H IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, ° 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 ° SCALE: N.T.S. 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 END OF OPENING USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH NAILED TO STUD PACK W/ 10d NAILS @ 8"o.c. �W/(22) 10d NAILS FLOOR DECK CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. �„ 2X CONT. RIBBON TIE BEAM W/32O.C. NAILS @ BEYOND DOUBLE AGAINST 2x8 CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4'x2Y4" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS T @3"O.C. HEADER CONN. 2nd FLOOR ADEQUATE HEADER CONN. LONG. AT LEAST 4'-0" LONG. TYPICAL CAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1 SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" ULO z_ COO O z° z Q O U, z O C Q) ) n c a--J w 'U — Ow Lv F- o o0 U w t— E Rig —c� 0) co C m Cl) m -a cr) C: C14 00" N=E:00 O Y N Qrn Lo o0 u7 v Qo A I N•C'C If /r f� 1901, \,\`eo�tlt1v1�11111 6_ c C ;4.. .qP a• L c .� CO f��7(�•� EA. •Q •!Y° o m C� 0FESS10 To the best of the Enginee , n ormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z rN 0 a) N kD ►�—+UMO M Q U-)fu a U-)-d- HN L Cl ^ cy U fu Q CL 00 .. z 9W J � d- o, o W zaa <¢ LL<o: vzop Z W W Q�Q gW ra0 n zo 01LL r U) z m�Cq W ZZ Zo 0 z z C U-)0 U 57 N N U) o = U) N J W ZLW T`�� x 0 V N W o¢o< Q ¢¢LU ¢� FG z Ujoo < f o-Z w Q Z gQQ Li W9O ?�z k Ln z z z m Q = -0 ¢W rn � al cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2mO SHEET NO. D2 i MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING SELF -ADHERED FLASHING E AM Q WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING 6YOT9SiZ9L1 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER M 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 0 Co 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE - SELF -ADHERED FLASHING I - SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER[:::4 (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 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 2 PRODUCTS DETAILS / 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 6 Detail Instructions 7 Refer to the number marked asGin each detail that corresponds to the numbered items in the list of instructions below: Ground SELF -ADHERED FLASHINGUN SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER , • Water Resistant Barrier Lath Sheathing Stucco 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 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL NOT USED • NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O LO Z M o _ z z J n.. Z O Q) U -I-J LU M 'U - 0 O 1:21- 0 Ln W V) �� ~ 0 0 mr C)(DM co W E H -8 C r6 m :O co o`Oo U��i L_LL co O Y a) N CY r` U) a0 O[f Qm to Sao A1 B D. NCBDC N co m � GV fn a 00o0ZoZ 00 W 44 5 C Wa0 LL,N aLUVaa0Z O : 00 �• m8 Nf •� Ono Z m m 49 Jg W4�a� N 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z t'1-1 O a N 1-- d.J Q 1>I M CD M Q Cn - f0 Ln in.( N n 0 L_ �C LL f j oC V ro _4 0�0 Q ro Z WJ C) oZ �o w� Z a <¢ r~ w¢CeiY U Z O 0 z U Z QZQZZ� o m w r/1 VJ awOu� J U uJ QLUoZ Zo > LU aZ Z Z ZLl ILL to 0 -p L O Z O 0 = N -'Z *UJ 2 0� 0Zo J . Q X 6 Uitma N °a Oa ZWZ< Gaza a3 Q a0 Luz o Z Z J �a,to w� orz rl UJ cn o Z o Z aF-Z Ce RZ Calg L • Z LU "Z = Z ui T-+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. W P I I N U) -Cu -� -0 > �_ V N N Q 0 O USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Product Approval No- Basis Stock No. Product Approval No. Basis Ca -10 0- Stock No. .� U U (� (� O 2 O O HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET Q O LL .� Co 0HD610 E(D"'LUPA 1.0 SHEET NO. A3FL17244.1 ESR-3455A23 FLt0448.2 ESR-2606 HD210.2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 � HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445HU216 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 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 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 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 `a O > HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 Q.HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 CD FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGAIOKT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20.18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324,1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 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) HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210.2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST280 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 NIA LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV70 FL2075.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA30 FL17244.18 ESR-3455 LTT19 FL71496.3 ER-130 O'Hagin Manufacturing, LLC O'Hagin's Cioakded Vent Tile FL16588.1 N/A LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS208 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56116 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Repo r(D t GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Repo rIM t H10.2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 C) RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 O SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHU528-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL77232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 M THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 M THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Repo rICU IL t LGT3-SD52.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 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 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.01-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420l430 FL15332.1 - FL15332.5 +40.O1-40.0 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 (BX7) FL15279.85 +38.0/-42.0 psf 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 fF L15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 L15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 L15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 L15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL75272.2 +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 C. ROOFING FASTENERS NOT USED 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 FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.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 rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood ]-Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1830.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSboxBLT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9r2017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/2B/2015 06/13/2015 07t05/2015 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 Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Snobth-Star&quot; and &quot;Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 1213112021 No Yes No N/A Series&quota and &quot;Benchmark by Therma-Tru&quot; Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15279-R4 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval AoDroved 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 Design Sea # Product Model. Number or Name Product Description Contract Expiration be 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" vvide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF 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 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 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-217153: 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 1192017 FL#15288-R2 Code Entity or Date Date Date Pend Ina Date 1Ye Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sibinger 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 Imoact Design 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 12/3112017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1192017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 FL#15000-R2 Code Entity or Date Date Date Pending Date Tv Verso Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a 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&quot; or &quot;Smooth-Star&quot; 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/3l/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 Tvpe 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 Ina Data Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131 /2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes NIA 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 Pend Ina Date Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitiinger 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 bsitiinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES ALUMINUM PW NI 7 ERIE G A 19 5 A M 2X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWNI72X72 FIN Quality Assurance Approved for Use Aoaroved for Use Impact Desion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/3l/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 Page 1 of 1 1/92017 FL#13192-R4 FL#15272-RI Code _ Entity or t!L Date Date Date Pend Date Code Entity or t`-�_ Date ate _ Q_ Date Pending Da e Type Versio n Manufacture Contact Enaineer&Lic se Validated Validated Submitted FBC Approval Approved Statusm T e Versio Manufacturer e Contact Enain er &License Validated By ValidatedSub fitted FBC Approval Approved s Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nhompson@alside.com Compliance Method: Evaluation Report from a die.com 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 Design Sea # Product Model. Number or Name Product Description Contract Exolration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01l01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quota Soffit Vent Solid V' Soffit V t or Vinyl 12/31/2018 No Yes No NIA 2 HardiePlank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 0 FL#15332-R3 Products Seg # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Type Verso 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#5444-1110 Code Type Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 42G REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quota Page 1 of 2 1192017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/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 Sibinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiinger@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 196 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 1/92017 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 Im pact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No NIA 12131/2017 No Yes No NIA 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 Sibinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitlinger@mfwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1192017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved f r Use a Impact � t Design 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 E tl or t e _g N � Date Date Pending Date Contact Engineer & License •t E a e e Validated By Validated _ ubmittetl FBC Approval Approved Status Mark Harper Robert Nieminen John W. Knezevich, PE 12M4/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59186 (954) 772-6224 mark,d. harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Im Pact Design Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles (D N C_ U) N Cu 0 � -� U N IL 0 O !` to -0 n U �0�� `V (� -O !� (3)C= CU 0 O C6 LL 0 > .( Cn E Q CU ._ �'/�^� VJ �- Q Z Z W J 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 HVHT ALL Design Pressure: ALL Date To: ALL FL#2075-R7 Code Tyne 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 Sep # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 - Count Slate Shake &am Slate Y Country P, 15 Saxon 9 0 - Count Slat Shake Slate &am Split Y 0 Country e, p, P 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 9 SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products S # � Product Model. umb r r ame N e o N 1 0.050& not Aluminum Storm Panel q , 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 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Imnact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01107/2019 No Yes N/A N/A FL It. 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 Pagel of 1 Building Codes and Standards 1/MO17 Product Approval Application Detail Entity o Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783.8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Deslan 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 EntitV or Contact Engineer & License Validated By Thomas Jemmett [CC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmett@boral.co 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 1/92017 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 Fact Desion 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 12/3l/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 Entityo Date Date Date Pend ino 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 05/04/2015 06/22/2015 Approved 954 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050& not Aluminum Storm Panel with Optional q P Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga (0.018&quot;&quot) Steel, 0.022&quot; Alum (Pert and Non -Pert) Clear Polycarb (Full and Half) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels .050&quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes N/A 12/31/2018 No Yes Yes 54/-54 12/31/2018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO ode 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 Sec # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 Code Tvoe Versio 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-RI Products Sec # Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174, PRO Vent PR04-N FL#15076-R3 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Reportfrom 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 Panele/NHVHZ FL#15076-R4 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO Code T e Verso 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 2/62017 Entity or Date Date Date Pendino Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertek'resting Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc, john.cheslak@hgwrap.cc (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Desicin Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01101/2018 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 1/10201, Entity or Date Data Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05110/2015 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 07110/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 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 1/92017 Entity or Date Date Date Pending Date Contact Encineer & 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 Approved for Use I pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Res stant 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 Eno !near & License Validated By Validated Submitted FBC Approval Approved Status Tim RobinsonWalter A. Tillit Jr, P.E. John W. Knezevich, PE h K e 12/21/2016 1 1/ 16 2J2 20 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim. robinson@gppentcom Quality Assurance Approved for Use Approved for Use Imoact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entityor to Date Date Pendino Date Qi Co Engineer & License Validated Validated C Appro al Contact dated By Submitted FBC v roved Status Mike Barbieri Frank L. Bennardo, 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 ke b@a if americansh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description 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 FL#5219-R3 Code Entity or 1Ype, Versio Manufacture Contact Engineer & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model. Number or Name Product Description 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#391, 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 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;, for Shingles&quot 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck FL#16588-RI Code Tvoe 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-R1 Products Sea # Product Model, Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-RI Code Tvpee 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 Type Versio 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 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 Date Data Date Pend !no Date Validated Submitted FBC Approval Approved Status 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A 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 Encineer&License Validated By Validated Submitted FBC, Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Im pact 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 or Date Date Date Pend Ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval AoDroved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim. robinson@gppent.com Quality Assurance Approved for Use Appro ved for Use _Im Pact Design L Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes WA or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 Entity, n r Date to _ �� Date Pend Ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved 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 slevis@alpineitw.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 12131/2020 Yes Yes N/A N/A Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A N Cn (6 L O O _0 O N Q coCL .� U N Co M U) (a O O LL .+- Ca .- Co-0 E Q � CU ._ ''#^^ VJ Q Z Z LU J ■ r_ CIO 0 U fJ V OICU O C U O �J L ^n^1 'W'^ V! �CU W V Q I..L CIO L� W Q Z Z Q J SHEET NO. PA 1.2. 9 f 0 FL#2197-R5 Code Type Versio Manufacturer Revision 2014 MiTek Industries, 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-RB Code Tvpe 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 TJI 110 2 TJI 210 3 TJ1230 4 TJ1360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity o pate Date Date Pending Date Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/3012015 06/11/2015 07/05/2015 Approved (314)851-7480 LLC. dwert@mii.cem (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 NIA N/A 16 ga. truss connector plate 12/31/2017 Yes Yes NIA N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA NIA 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12131/2017 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Elate 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 i m.anderso n2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Desian 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 03131/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03131/2017 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 FL#1774-R4 Code Entity or Tvoe Versio Manufacturer Contact Engineer &License Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659.3707 PE-60122 SubCategory: Products Introduced as a Result of precastgator@yahoo.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 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 Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pend inn Date Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08120/2015 08/26/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desi n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A Florida Department of Business & Professional Regulation Page l of 1 Building Codes and Standards 8/162017 Product Approval Application Detail Entity or Date Date Date Pendina Date Contact Eno ineer&License Validatedv 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 ADDroved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underlalyments 04124/2018 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 Tvpe Ver _sip 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 Seo # Product Model, Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code Tvoe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from 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 ZyLe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microlfam 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 1192017 Entity or Date Date Date Pending Date 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.com (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 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 1/92017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved atus 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 Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board 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 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved t tus 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.anderson2@weyerhae user.com Quality Assurance Approved 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 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 Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A WA 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 Revision 2014 Powers Steel Inc. William powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 SubCategory: Products Introduced as a Result of bill@powerssteel.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products S e # Product Model Number or Name umbe Product Description 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUELA. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92of7 Date Date Date Pendino Date Validated Submitted FBC Approval ADDroved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impa Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/27/2017 No Yes N/A N/A FL#1645-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#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 1/92ot7 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Appro ved 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.com (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 &quotl&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 FL#158-R7 Code TYDe Versio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Category: Structural Components (813) 621-4641 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Page 1 of f 1/92017 Entity o Date Drag Date Pending Date Engineer & License Validated By Validated Submitted FBC Approval Approved Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (786) 315-2590 Sea # Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels F #158- 8 Code Type Versio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Category: Structural Components (813) 621-4641 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 Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/21/2016 Yes Yes N/A NIA Entity o Date pate, Date Pending Date Enngineer& License Validated By Validated Submitted FBC Approval rov Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (786) 315-2590 Sea # Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 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-R4 Code Entity or Type Versio Manufacturer Contact Engineer & License Revision 2014 Powers Steel Inc. William powers Steven Schaub Category: Structural Components (602) 437-1160 PE-60509 SubCategory: Products Introduced as a Result of bill@powerssteel.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Sea # Product Model. Number or Name Product Description 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, P.E, (813) 645-0166 Page 1 of 1 1/92017 2 Date Date Pending Date Validated Submitted FBCADDroval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desi n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A N/A N cn N lL O C .� CIO U -0 �— U C =3 —0 M U O (� 's= C/) !` M O O m LL p > -� E 2) Q 2 'O .� ``„sm^— VJ r• � C) O U W V O O CL Y..L U CIO lO '^ 'W V, M� W V Q ICU L. caIlJ Q W z Z Q J a_ SHEET NO. PA 1.3 e • }