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HomeMy WebLinkAbout3137 Moulden Hollow Dr�a \ \ \ \ I E INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 MAIN FLOOR PLAN 1 UPPER FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 MAIN ROOF PLAN 6 FOUNDATION PLAN 7 FLOOR/ROOF FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS �+ ABBREVIATION) SS RETROFIT DETAILS D1 SECTIONS &DETAILS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF Bifold Door Bk Sh BookShelf Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor C.T. Ceramic Tile D. Dryer DDoor Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent ry D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Flr. Finished Floor F.G. fixed Glass Flr. Floor Fdn. Foundation Flr Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Foot/ Feet Ftg. Footing FIX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. LL Lintel Length LT. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro, Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale ... Opn'g. Opening Opt, Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam t PLF Pounds per linear foot Pit. HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS REVISIONS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, ANDONAL THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPHYRH1 S PLAN EXAMINER 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.00 FRAME —WALK REVISIONS 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. �r Z M O — O Z `0 Z Q O J a Z (J� Z 4--J w 0 'U — w O c 0 o 0 m � U (DM LUC� F—E — U (p M O o N a� �LLCO a o o� Qttm rnQo A 1 N-C-B D C B D. r till, ��o�-,. r CO C-4 04 6 00 .n N^ Z J o •e LL `°'a W �' �rls""iil � ❑ 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. 1f O O Z N O uN > U) re) M a—+ Q M Ln Q N LL to Z F- �-. CY- U a OC) Z W C:) J C) W d' oZ �o W� Z a Z E LU Zoo ZLu w Z OwZ W O � 0*1 �.— aOo 8 00 LU W mzo L_ 00 W oU Z Z N Q o Z Cr 43: LU F O U _ U �ZW �X oLL o Ne J M�` p8U W V ii m d ZLoa N t\ z ;QQ< Q H W Zak w In w � o W OWu LLO W U Q Z Q W Z a *h mo Z LUaZ Ln �0 g rn SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. CS 56-68'4' A J TYP @2 S3 S6 STORY H.B. o I I �� CO 1 I 36"X60" SHOWER -- , BUILDER TO PROVIDE N APPLIANCE PROTECTION F - - - - - - - - - - - I I `f = Orn Lu > O _ FIBERGLASS l W. I. C. I W. WHEN REQUIRED PER FBC I S4 I I � 04 C7 w I m SURROUND ,p I m 1 I 8'-8" FLAT CLG. I 2' O 6" I I I I 28 8 13'-4" f TB 1 I 5'-0" 1 CARPET 1 7'-7" i 21'-42 I I 1 1 1> 10 ■ i 3' 4' m OWNE IS SUITE 9 ^0 2 CAR GARAGE 11 10 I 0 1 1 8'-8" LAT CLG. - —I — 1 8'-8" FLAT CLG. JO C RPET 2 68 F. 9' " F T LG 1 2668 1 I I I o l I to q LI EN ILE (3) 2X4 #2 SPF GG I 33 5SH 0W/ (3)16d POI _ I OW I I ui jz IJ T' DEEP TOENAILS 0 >I c TYP @ 2 STORY --�16" BAR&S I X I I I I I r- N iv in J I T r-T P W HANSON BOX K I I I J @ 36" A.F.F. S3 q iv j DRYER VENT THRU WALL +42"SLOPING I I I I I I I 1. ., E III HALF WALL ~ — I 10 a l E 00 OPj. D ----- ---- I I I ■ N 8"F 112 EDGE OF SLAB2" I�w II II w TILE ____ — WE 7 113 BEYOND WALL 1II � — — --— SH LF 5 6 - 4 Q E: FINISHED L_NT__ WALLS TO BEFL-H.O -- N cn _—_M 5 00 15 CC S3 VERIFY IN FIELD. I r I -- -- 0`°0 2868 S3, �" — r -- 16 —`� N - S3 c - 14 c -' 4'-0" 3 = _ CD 2 I- I PATIO �i 1 8' 8" LAT CLG. -- -_I-._ 2'-0" o I 16'-42' I 4-_0�- V-8� 3141 3'-11�' 18'-9" 2'-0 o ill `° o LO 4. (3) 2X4 #2 SPF W/ o I LOW WALL OR ��,N - r— —�--� —C—� 3oss i i0 ENTRY o0 I 3 16d TOENAILS co O w zl SPINDLES PER SPEC. d' �_ I �— I 8'-8- FLAT CLG. 1 �—-IM I IRA BASE i - HDR AT 7'-4" - - - ■ I I ... _ yi - o FA I LY R M I I 1 I 8' 8" FLAT CLG. ITN CAFE 8 -8 FLAT CLG. 00I � C7 10 C I I I IL RiA °' O NOTE: FINISHED WALLS TO BE FLUSH. VERIFY INCARPET I FIELD. I OCARPET u.il El FLEXO TYP @ 2 STORY J ■ , i�� 1 8'-8" FLAT CLG. I S6 *; 00 I I D.W. 5- H 16" DEEP CARPET I B LO O } O PANTRY to 1 I( c r (r? CV �i 1 1 N 1 0 I W Lu to I N B) IL>L11—J ■ 26'-32° _ 4 `,-° ^ 12'-44, O - - AC PAD AC PAD I to ; co I L6 5-SH I00 10 w 1 LL 10 I e 24 ------ OPT. REF. 24 ------- 24 24 ------- 16" DEEP Iw L= Iz H. B. � 25-SH q O J TYP @ 2 STORY S3 S6 22'-3" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" 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 Cali 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 18JX25i S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18jX71j S.H. J 32 271/4 X 26 26 X 25 i S.H. J 33 271 /4 X 38 1 N/A S.H. j 34 27 1 X 50 1 N/A S.H. J 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. 35 27 } X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 j X 38 1 36 j X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37jX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 1 52 Z X 37 j S.H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 NIA 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, equipped with self -closing device. • 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 ciassl 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 0 +25.6 / -34.3 +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 O SEE SIN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND �1111111111111111 - •• • TYP. 2x FRAME WALL 17���1>•t:�IrJ/:1�� INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1 ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. 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 I R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION J R-11/R-13 KRAFT FACED (GARAGE / LIVING) (9 M 0 Q C Q) 4- J LLI C) '— Lu ~ 0 o0 �Vi V C(NM Li! M 0) co co O oN U v, 0Yf Y soMEI O UJ: oCL Q oo� Q o A 1D. NCBDC J,�PbiF 4RF,ut �ha°� • 1 % N �•/� co J _ � irut o QGrti. Ctl0 m g 0) W ajm '``7°�#tdllllli To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o 0 � > (n M O fM QU-)-(V� a V)•0�r Q 9: Ln IZ � � V CO '""I Q � C Z WJ C:) d- oZ 0 W� za �a i- Wat� �oo Z W W Q z ozZ oW J I o 8 c.' 1a1. N M vV J W 8Wo i 00 oZ zo U N Z p g� p Cnfo 0 J Q W 0 LL QXOCL u, ,'?... (V� s a Zao°d W .z Q d- ��z� �zo Z w z o- o J ilk LJ..I Q t ij z 3 a Ce 0Zo Sao *k Z Q�Z a N 0 r�l g LLJ = J Q 0 ¢W SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION No' 10 SHEET NO. 1.0 ;r .__i .... u 1a H ;,. (IIJ.-.�, .:�su: nu �i.�i r�iai,"o€i i_�ro, 111 i, 11, 1 1 1 1 Ill I iI 1 11I I r------------------------------------- I I I I I I I I I I I I I I I I I I I ---- I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I I I I I I I v I I I I I I I I 1 I I I I I I I I I I L---------------------------------------------- 2'-6" TYP @ 2 STORY 3 D2 O 'H S6 29'-6" K-1011 1 TYP @ D2 CORNERS U.N.O. EGRESS H1 D2 e I li I I I I I ii 00 CO I oa as I 00 N 0 � I o: � I � is LID I 12'4" N 00 L. 2' 2' L. I 12'-0" O I I I I CO W u=i N H1 D2 22 D1 CARP IT 4 SH 12" DELINEN EP 0p B I D ROO M 3 W 8 -0 FLAT CLG. BEDROOM 2(, 2468 B.F. _ 8'-0" FLAT CLG. CARPET 7'-4" 5'-0" 4'-2" 3'-4" 8'-8" 2668 2668 TYP @ 2- 7Zti� ICFI:BmE:IGLASII OW.I.co R&S -----------STORY J OUND QJ am H Ca I v 18'-0" FLAT CLG. I v '� N S6 _ 10_ I I 1 CARPET _ 9 _ _ _ _ _ _ — 1 1 2 2668 ao I TYP @ 2 8— — — 7— _ _ _ 13— N I N STORY — 4 1 ARPET J _ _ — 115 0 �TB NIv 8'-0" FLAT CLG. S6 5-- 5 1 6 — -- 8'-&' FL 46 T G"IN. xl—C�iV"i�\ I - BED OOM 4 ' --� 4___ D2 _ -- -- I I�j U \ I "I Q\ I 4 I/ \I t---� cn I v 2 m `4 _ +42" HALF WALL I PC). C. '- I IL O 4 • H1 I e= 1 D2 C7 d LL 00 ILL O O p 1 CO TI 0I 4'-0" T-4" 5-10" T-10" 12'-0" 1 CARPET I I I — 8'-0" FLAT CLGI 00 - LOFT to �T T 60 M i 2'-8" 13'-8" ID 4 H1 22 r I D2 D1 I CO rn = O I I I W ' N W r as I m to °Q I i a LO 00 I CARPET 8'- " FLAT CLG. &o 1 I BEDROOM 5 6 O H2 D2 3 J 3 D2 Sg D2 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS **WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT - SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 381 18 J X 37 j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 N/A S.H. j 34 27 1 X 50 1 N/A S.H. J 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. j 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 1 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 j X 63 36 j X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • 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. Ed. 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" AO +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 �D +24.5 / -31.9 �E +23.0 / -25.2 �F +23.0 / -28.9 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 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) 0 112 Z C7 o _ 2 m z� <L Q) Cn w U W O L E o 0 U LLI E CM M M C f0 (1) N p M —$ Ooo LL 00 U N � -00 ° Y i:� Q o Q 0)rn X) Q o A 1 B D• N C B D C T ; ,�4tF4yiTil ilif i'/ N N fn „vR, o (mi V �q / �T C •� ca a LLd. LIA . � 0 re m� •����/�p r�0 G.? �s\°'� •,"11CC�UU"_UUy"'. �6! P y� To the best of the Engineer's k information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z � O r\ r--+ 4-J p > r_0 M O M Q U) Lr1 a .L V) , Ln LL F— p_ ` '^ tY U iCL ts OC) z Q z E Z ro WJ C:) oZ O W � z Qa z <a Uaoo Z U Z�WQ U z Z z q W Z O W J a ce In ce c OLu �y� W CL W 8mu W M o� Zo Q U > N 0 zz z � oC ' 0 N_ 3 C L U o UU J z = _ N 9� o� Wo9B cL W Z Q Q F_ W �0 �o Z z a L LL1 _j�i Ln Q LLJ Z j a e S 0oWo w q 0o Z ¢z az �Z I� 4Z J T L �o ¢ z z ,-I 0_ Un SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 1.1 :tla _:.f� „iY1.J� II?•ll;el {: !®I�ul ili',le$��1i�IliA�lf��. �...L;l � .. � a„ ..i, i.; 1._. i I . I� � I 60 O <M 0 F, O M MIRROR A/ 11PLJ11L OWNER'S BATH a a KITCHEN ISLAND � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH BATH 2 LLI KITCHEN E3 rl M�__, I 0 0 C) rV r- 2CD to 0 , ZVFA t 0.1 9 LI *46 Z �5 Z Z Lrfo ) 10 ST BLOCK St(:UKtU I U SLAB W/ 1/4"X31/2" TAPCONS @ 16" O.C. KITCHEN 0 M 0 00 9- O M 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 Residential section R311.7 Riser height: The maximum riser height shall be 73/4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than V. 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 3/". Nosings. The radius of the nosing shall be no greater that 9/e'. Solid riser nosings shall not be less than %" but not more than %". The greatest nosing projection shall not exceed the smallest by more than YZ". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1Y"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12"from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected withY2" gyp. bd. INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" zMo O z O z Q d U) THRU —too 00 r-� F7 F4 1" x 4" SMOOTH TEXTURED 12 TRIM / BAND 5� 6" FASCIA (TYP) T.O.P. — _ — — HDR HGT. 8'-0" RIDGE VENT 12 zz::::�5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS �I ICI ICI ICI ICI ICI 1"x12"SMOOTH 12 TEXTURED 25 SH 525 SH FLASHING 25 SH TRIM / BAND 2nd FIN. FLR. ----------------- ------ --- — ----------- ------------ — — ------------------- �00 — — — --_— — — — T.O.M. _-- 11 F5 ------ HDR HGT.----_—_ __ _ — ---- ------ N -- — — DECO CORBEL F16 - 1" X 8" SIMULATED WOOD FINISH — --- — ------------------ t` TEXTURED CEMENTICIOUS FINISH ON C.M.U. 25 SH _p F.FL. 12 5� 1 ------------------- 4' RIDGE VENT —�—�— 1--0------------------------------------ F$rN F5 12 5� 12' RIDGE VENT 1 1'-21" 4 FRONT ELEVATION - Al T.O.P. —A 11-011 -----------------------------------------------t—T HDR HGT. -- — — -----+--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----+— r 00 — — 2nd FIN. FLR. T.O.M. HDR HGT. N F.FL. SCALE: 1 /4"=1'-0" LEFT ELEVATION - Al : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed La 0 LO 7, Cl) 13 (o z� Q O CL V) U' Q) 4-J Lu Lu O Vi F- 0 t— \/00 0 N m n U LL H p rn `N�' M c m co N -O M O O N 8 ED UC LL CO 7 -00 ao YLO SCD O er O Q O A ' B D® N C B D C r /r t`iag�^• r ,"� N N �0.������` Cam• o Fit •� J J/ Lu 0 le i C�9 IrV !'" ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O N t\ >(/)MO M Q (r) Ul 11 tn•L� in 0 a) Ln V Q, 0 0 Q E � 3: z f13 J � W J Oz o �o W za z� as VJ z IL U YX QQLffi0o Q z zoWz Lu �a0u� 0 00 W O W N W �W° i M W J oN }o az N w g u+ / U) o o J< fu z 0 WOo o� �h T.'i O UO2m5 LL OLOL W�< � Q � a W f �o �a£o Z Z �gWo-Z J T LL.I Q z WOWQ a�z l-1 Z Z aZ Z o o r�l� g LLJ a SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 3.1 z 60 Ml� E T.O.P. HDR HGT. — 2nd FIN. FLR. T.O.M. HDR HGT. 12' RIDGE VENT 12 5� 8'-0" RIDGE VENT 12 zz:::�5 COMPOSITION SHINGLES ROOF INSTALLED AS PER MANUF. SPECIFICATIONS I 00 REAR ELEVATION - Al SCALE: tia'=t'A" RIGHT ELEVATION - Al General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 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 a z (0 0 — o z� QE3J ` z LIM Ul) UI Q) cn 'I J w (10 r) U — OLU � 0 cif n 0 U m� �m t— Em — U Cl)LU C N M a m Q O Z ai O s U. co Ji I N I Y O Y I� O Q o> acl i K o A 1 B De NcaDC s ® co \\ �.� •�i••. M a1 o LL Un 9�ry�+ C uis is L� U)I co z v N O/, ca L;�e L D Q� � 4S.N•••• " OF M \0t 2,z'011)111�110100 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. 0 0 Z cV O N N � �'O i>-a M O M a V) f0 Lr) t� to •� d' LL zE oC U Q OC) fa ..� Z WJ C:) Oz �o W� z a¢ z Z r UQ�a' ZOO O 00 z� W� �oWZ Q OW J / 0 c O 0 lj LL N W �/�j/�j ^/ LU J wo oLn s— M W ED z g az > N w z l0 5 a 43 t►= W 0 ^� M o O v = z Q o z Li Q o Q°o O R" a^ W Xu� W O O 6N Zo° Wo Q FQ ww Y�u-o Z W L r) 6J Q 0 J T.i LLI a z a z o �Wz `O Z ¢1z aJ) V) o �- Z g LU z a o � SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 3.2 211 1'1 2" "NOTE: VARIES 1" RADIUS T M iv FOAM TO BE USED ONLY WHEN 3 1/2" RADIUS 1/2" RADIUS ^C8 REQUIRED BY COMMUNITY ^ �^ 3/4" RADIUS 4 1-5a' �Iv iv iCl)CO SPECS. IF NOT, DETAIL TO BE ill2" OPENING VARIES 2" 12- fV iv BUILT W/ STUCCO. 1!2" RADIUS 1" 4" VARIES - rN 1" EDGE OF OPENING `' VARIES 0 T 1 N 221 VARIES 4" 3�1 4„ only 4 42„ c N =Iv o'o 2„ = '- - " ter• is _ 1 1/2" RADIUS 2 1/2" RADIUS VARIES �N T VARIES 12 321" 11" 31j" 111CID T ^� 3" 211 21 111 111 riTv 111 111 T 411 411 11_811 O 4" BASE _ M *NOTE: 8" 2" 4" y VARIES 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, V OPENING VARIES 2" DETAIL TO BE 211 211 _ W V-15" 1" 1" 1'-4" �O T 12' �° BUILT W/ STUCCO. EDGE OF OPENING _ • ' T 2a1 • O 1 4" 10" N 11 24 a 1011 6" � N 1-1/2" THICK 1-1/2" THICK - i7 �IN -la T is - - IN rht C� T CO Li 311 a 611 �11 2 _ iV 2" 4"311 211 211 iv I CO W W civ 1-1/2" THICK 2411 M _` T 11 2'A" 1'-10.1 :IGF 1�_5„ 5j" 4" 32 C ICI 1'_4" 311 a 00 311 4 1" 11" 2 1 0 ; io �I_N N w - 22' VARIES VARIES I I I • 4"811 111 32' IZ 11 Q`b NO TYP. N r iv 00 i _ 1'� ^ N iv INSTALL OVER STONE, • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS VARIES <o /�4r, 4 ACCEPTED = T KEYSTONE F11 b � OPTIONAL VARIES Al Eli • • • '4" GARAGE DR. OPENING 3u 3" a 4" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & FINISH 14„ 1,-6T'SMOO14 LL 1H 21 2" • FOAM/T PS MATERIAL IS ACCEPTED VARIES 31_$u 1" r 1011 1141 101, 0 00 tO = is T N KEYSTONE F11 OPTIONAL 00 r 4E N 111 3" 3A1 `, 1" _ T 1 iv 4" WINDOW OPENING 4" 21_111 5311 1'-1211 411 7 00 0 GENERAL NOTES: T 1 d • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) fV • ACRYLIC SAND FINISH o �N� r GLO zM� 0 — o z� Q J V)� CD �1 VJ cn 4--J w 0 U — w O F_ E F- �� o m ti U 0M M W F— Epp — U C m M N 'O M O O 0 N umi >✓FL00 m � I U ! O y as Q rn v a� rnQ o AI B D• NCBDC N N Lo ro o �A o p) N V y o n a O CV O CO z O �to Z M rn � op iy z ``1_ :� /y r7 LL N O O iW w LPL Q mLL. d. d W sueN �0,0 ¢ Z 5g. �z O O Z N @ono y2Ea,� LmL co Z � a �o LUQaaN N N C> v 0O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O a� 1­1 4_j Q �O > U) M M O Lr) Q a •L � Q LL � L 0� U a 00 § co z WLU �z �Q z Qa fa zM Va00 z U Z 0 owl J J t0Ww5, 1 � < / W W OO F w M w Q Oz ZZ Y8 > N M Ln Ln g � 0 � O o Jz UED = �f x 10, LU I92m2 CV gao< z a O w 3 �0 Z W z LU ' '� Ln W IIIf Cy 2 � J t-i LLI o w o 2Ya l0 Q Z Woo < z k z Ln z J Z J Q ¢ z rn ,—I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. F 1 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. 200A INDOOR PANEL #14 copper to lights & outlets t 200 #12 copper to 20 amp ckts 00 AMP MP #10-2 copper to WH #10-3 copper to Dryer O2/0 or 4/0 SER AN 200 amp 150 amp isconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground ��GROIJINDING BONDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility roams of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER IW 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 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN ITT I TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT II] ELECTRIC METER 11111071 ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT WP GFI PATIO r L LLN-o-'sj L *__. A i OWNER'S SUITE ROUGH -IN FOR OPT. CLG. FAN/ I LIGHT PRE -WIRE 1 I I = S.D / I FAMILY RM i� ,2 G � / ROUGH -IN FOR / I OPT. CLG. FAN/ LIGHT PRE -WIRE / / ao iio RECEPT. FOR ALARM SYSTEM `-GFI @ 44" A.F.F. G CAFE /--N PENDANT AS \ PER SPECS 1 W O GFI @ 44" = A.F.F. I C.M I DEDICATED RECEPTACLE - FOR MICROWAVE RANGE I HOOD PER SPECS I U.C. SWITCH FOR DISPOSAL VERIFY METER LOCATION WITH BUILDER H.B. ICJ _ I_RRIG_ATIO_N_ VERIFY LOCATION I GFI @ 44" A.F.F ELECTRICAL PANEL I I I I I I 2 CAR GARAGE GFI FOR GARAGE GAR. DOOR I LIGHT AS PREWIRE PER SPECS I I / � I I / I I / I / GFI @ 44" �H1 A.F.F. OPT. REF. -------- ------------- uGFI u— u GFI PANTRY FM t FLEX 61 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I I II II II II Il II II Il II II II II II II JI II II II II Li I I I I I I I I I I WP I GFI I ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0�2 th O O _ z � CD J a_ z n� W VJ 4--J i_U 0 U — I.L! O E N �i op V V N M LU t— 8 C7 t6 M O N U RAI a) L LL Goo - 00 CU 34 e p to v Qrn rnQo B Do NC-B DC CM. N CO N fn 1 V o�� rn C' V ly o 0 0 o O aN0 z o Z W wM�Z oLL z fir/ (— ii fn L� N � o LJ.I LL Pass Q) a LL Cr) 0) �yow Z! NHE 04 o 0 b m ECo no LL Q W N�Mr W 0 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 O Z N 0 c CD I/—i U-) M p M Qtj(D u) a L V) QILL Lf f— Q M U fu CL 00 Q Z «z W Jo� l0 oZ 3z �o Z Z Q �F U ¢ 00 ° �I Z l. p -r W _ < K i- aQ,wo N 00 v w Co ° M V�/ o� z z Z N ~ U Z g Z 1 LJ W Q JZO Za _ � O L p u_ "'. r ' LL gQ w XO JO {y da°� oC �oW Q �Zo cg Z W li I Q c R J T-11 WW G Q di Q Z O Y Q ut ~ ~ <�Z , V/ r-1 k Z a Z m U.J= J P aZ g uj ,--1 a t/) SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2■0 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. POWER CO. INTERSY BON TERMINATIOI` NEC 08, 250.94 — 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. 3pper to lights & outlets Dpper to 20 amp dRs copper to WH copper to Dryer I Alu GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH _?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) @D SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (M (1) PHONE LINE, (1) DATA PORT r----------------------------------------------------- I I I I I I I I I I I I I I I I I I I i i ( I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I UPPER FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" UI112 O IDz M — o z co z Q ID J a. U, z Ul n , n N IDM � W C) U — W O ~ c 0 (/i 00 m r `V U CDM W F— E c Cl) N �O_ cMh Ooo —8 = ai U� >= LL 00 00 0Yn I �o rn0V Q rn a)< o B D. � CDO� N N- o8� � So p 1Z WN �MZ � z W4WII• 5 E N O 0 W L.L LU SM a. � �LU z Z 0 u) 0) 0 M soa m oh0 (44 Z4. 0 W °a LL VR W N tf -'o Q C) CJ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0v .— C:)U0=)ko >U0rr)O a-+ M Q (n a ) QU) Ul Q M QC U its ' q CL � Q Z3i Ems. ZZF- WJ C:) J oZ �o 3� w zi Z H <CL Q Uao0 P4U0 J ZiliWOf 11 �MH Juz � LO T V • � a a O LO 00 U W �Wo L 00 w ZZ ^' ,' F- MZ Z z Z w a� Ln w w • o Z O U = O J ¢ fa � Jo -1 w9 �LL Zr- <' QQ4 KmJ o¢oa - C'4LLJ Q Z !] J C Q Zak W J Lli Lli Q di Z ¢ s8zo <�o to Z ¢z Z a �z o g W Qo ,� SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 4.1 Jf _ J l l �...il l::ll.� ldTui 1, li �lllu8�i 9utfe�d ��IOt 1 �It.�uil„ Lit t l� � i I _7­Il I VENTED SOFFIT 46 SQ. FT. VENTED SOFFIT 28 SQ. FT. VENTED SOFFIT 28 SQ. FT. VENTED SOFFIT 31 SQ. FT. ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 4.000000 2.000000 Floor 1080 1037 148 518 37 259 336.0 60.0 276.0 (Zone 1) Main 0.0 0.000000 Floor 16 15 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 16.000000 0.000000 Floor 1166 1119 160 560 40 280 240.0 (Zone 3) 240.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 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 VENTED SOFFIT 28 SQ. FT. ZONE-2 ATTIC SPACE 16 SQ. FT. VENTED SOFFIT 14 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 save or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT *"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed z M —0 Z (0 Z Q O J a z cnn/•i'' c� �cn w � a Ow 0 to U o 0 Co W ~ a) rNi M C (0 Cl) 0 O N _ 07 U rn co tLL 00 OCc Yr` C Y Q m co oa0 rnQ o A 1 NCBDC �(: Ob IL� — M Irk [7=';r O . ,� 1^ `S N. LU m " 4-LLc _J 9 AB Q , N rS 0 !'�� {. NN'N El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O t\ =� i>••t to M O Q U-) f 0 Ln z a cn•Ld- Lr) Q Q Ll. F— � M 00 Q � fa Z� W Jo �O d' J OOZ �o Z f Q Y ~ U Q OZOO c) WU Z w W Z Z C7p� W J 11 2 0 O CG LL N 00 W O Fm-� W S—. ��j�\J � rI O Z Z 0 ¢ Z 3 L S �U z O J Q = (a J CL I � o� O Y 0 `� U •A O ej o2pQ,,�a N Cr 111QJ ZLu a Q Cr" 3 o�fo 2ao Z LU J Ln T.Idi tJ 1 ¢ I Ozu a z � U ko *k "O Z < Z a o g = J Z az r, r-I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 5.0 -- - - ---LiW14�JN7 i1 �L17�-€INiid4'.li�k i11huYN I��na,I ,�L.. 1. UI `� zM —o z z� Q O Un 0 Q) cn a-J � o O w N U W E ~ pp — Wce) 0)co cM N N 'O O U t Go: WO O Y0O f~Y Q to u7 tl' 03 O Q O A 1 B D® �.CBD ft, V,, T, -, , " . CN aE•N M' Cn�I O ^ `tZ��ao J :0 cl 21. � 0 V. Q (� �f �^ O GIs (1 i • °'' + • LL [X'] U!, <C,). ES 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 v 4-' O r>-+ M p a-+ M Q Ln r2 cn •L d' Q Q�Ln H V '•� CL Q � E Z LULU l00 oZ �R 3� ,u ¢a f ¢ Z w Z t x BOO 11w Z U Z A a— Z OLu O w T V • z 8 u'' � O W N w 0 W O L MM W ¢ OZ Zo Q U N o Z , z CL (4� -a Ln O g LL z �� o _ 0 z w o Tsil _ O ��z � N Z�� Q rN. Yao Z W J L1) W S ` Q 6i z Q o Z, ow�i , se¢ W LU O ^ W k Z ¢WZ aU) �z ca o Z g W Qo LU SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 6.0 LO tiV> 0 0 CJ1 CJ3 CJ5 CJ5 C ¢ ¢ ¢ ¢ ¢ . rya X / D1 W Al 7 a rN o. „ n W D1 a N 0 N Q U U 2 A �GTYP. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/7' E META20 1450 7 - 10d x 1 112" 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 9-1Od X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8"ANCH. 120 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 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 HD713 * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MT516 1000 860 14 - 10d x 1 1/2'. MTW16 1195 1005 14-10d x 1-112" T MTS20 1000 860 14 -10d x 1 112" MTW20 1195 1005 14-1Od x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS x" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 1 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) B) (A) ( `7 (+ 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) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY C/ RRIER—t - —(.— (A) INTERSECTIONS. SPLICING ! 2 x CONY L DGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. STRUCTURAL 2x STUDS SEE PLAN SHEATHING (SEE TB13 FOR INFO FOR NAILING INFO.) PLYWOOD 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS 2x CONT. W/ (2)-12d CANTILEVER NAILS @ EA. TRUS FLOOR TRUSS 2x4 CONT. RIBBON W/ (4) 16d NAILS @ EA. TRUSS 2x BLOCKING W/(2) -12d NAILS @ EA. END kSEE PLAN TRUSS BRIG. a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN SHEATHING CO3 CANT. FLOOR TRUSS CONN. SCALE: 314" = V-0" MAIN FRAMING PLAN SCALE: Y4"=V-0" (D Z M O O — o Z CO Z J Z tno' Ch W c� 4--J W C) U — LU O -(D-L/) , v N o r- b W N M 0)Cl) C E — U N '2 M 0 8 aj CO) O tU- co Y �y -N Oa O rn �r rn rnQ o A� B D®\ N C B D C d r 4g f-2 OWN w � 1 6 op, 'I,II o GNo ;-0 7 � rn LL �4 N N N O b .� N *co LL 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 O a� I. p (n M O M a��`" z CL cn��d' X a) — Ln Q a U- .. 00 a00 z .av u z to WJ 00 0, �o Za z a o 0 �zv0 Z 0 Z a �.Ww V 1 J 7V M Q W L- 0My� W _ M 8 � Z o U N � Z 1 LL g� S O O z V = fu _If LL >g ILIL 111 FO OZ Y O a a Trj g z J Q �o Z aE2 LU J un w ?a�= W Qz 0 'z a �o Z �LUo M ca Z W Z z ao E SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 7.0 9 CJ1A CJ3A CJ5A TYPO -111,00 CJ5A CJ3A CJ1A 2 Q Q Q TYP. D� I H If, f■��il' r�� 1 I- a III UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8- 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 518" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS „ . HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 112" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T 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 80. 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 R� 10 2 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 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" I Z M 0 Z <L a. z O W C i--r w "V — m w O ~ Vi 0 o 0 F— U m � WM w E - 8 Ri2 C'MfM 'O - O `Oo = aj +L LL 00 U00 N Y U)CL rn O -t aCOD Sao A1 B D. N C B D C *I/ r W _ 'E ell .i. r Uvj °Z Ut v 2W LLII/iyj 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. C) C:) z O v " :he Q >U-)M�O M Q U0 -gyp a .L Q- LLL F- d n 00 QUQ00 z u z E Z WJ C:) oZ 3� W� z a z� ¢Q z f F �a00 ^ �zv0 ?c) uj z L.L O w W J T V ' �rJ Yapv4' 8 i N M W z W I-Wo L M W 0Ln zo a0 z I LL _4� D C: Lri rr F S O O O = fu U— QJQ W o �� 0 _ a �-�— boo a Jv O a' ti' " ..,."' O wOO� L)a m a r4 I� LLI Q �OW� Ya90 Z Z � LLl J Lli rl 11 CC di a 0 owo LLO Y Q 1"q Q z Z Q z aJ) Ca w z Q O O gz V f T-4 a SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 7.1 -- -- -.��l ;.i .I f;;91111i iw �♦I6l tllll Ikil ;a� 111 I- MilV9! II � i "i'W 1aG � -- - — v ..I IN Ii 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 174" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 verticalload Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 817441B/1T8F401B/1T 8RF40013/1T 8F321B/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED CITY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J 0 8 F 16— B/ 1 T a Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT MATERIALS 1. c precast mteIs = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. i E rr- EME 8F24-1B/1T O #5 REBARAT TOP ALTERNATE POWERS IN. (1) REQ'D O C` AR STEEL LINTEL V d 4 .M.U. #5 REBAR AT TOP a - G MIN. (1) REQ'D ° 4 1-1/2" CLEAR e � n e G , GROUT D REBAR AT < Z y r W a - a 1 "W BOTTOM OF LINTEL CAVITY i w �y ~ W w 0 u)a OTTOM O m U O Z Q " L Q REINFORCING PROVIDED IN LINTEL ¢ < a Z `: o w < •' C 3 2 ¢ a D i �° �, <° 7-5/8"ACTUAL 40MINAL WIDTH (VARIES) co LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O 4'-6" LL MIN. L O 7'-4" LL L L LINTEL PLAN SCALE: %4'=1'-0" M 0 — o m Z Z Z d J a. Z cD n (DcV) W (.n 4--d w II70 n U— w O ~ o ca o 0 U — MIH E WM M T.O o N _N °1 co ti000 0 Co 00 C_y D Q m p CD LL7 Cr < O A , B D. NCBDG /T to N Lo V \:`oe��1���t�ttf�1►�����cz, � o a V) 04 L, So aN•••Q..go s1 To the best of 1 100 nformation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O " a-J C:) r>-i(-)Mp aa-+ M �(0 Lr) d- a to •� d L Ln CL LL oC V Q `0 Z Z E Z WJ C:) Cr OZ �4 Zaa mgi— } L w<�Cc UZOU V Z °w w Z V) r ((7pwZ O w J a p n O�LL� WM o�o L W }<o Z .5 g � C � 8 Q C: Q J�a W 2 fu'o CL ZO �w 0 W z LU-o6 < < r,4 J Z R OC <a� YaM0 Z W Lr) LLj a Z J -4 LJ J 0O w W *k T/ q l� Z F < W Z a Q J = Ln a Z Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES VE HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS US E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) 84 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. I 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (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. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 2. 1, 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND 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 ad. (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: 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 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI 4, 4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4,5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 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 sn which identifies the termite treatment provider and need for re -inspection anAreatment 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/sprinklersysterns including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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 dilutipn. If rainf II occurs before vapor retarder placement, retreatment Is require 9. FRC R318.1.5 - C n ete ove our nd mortar along the foundation perimeter must be removed �ia ore exter�or soli treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: T IS THE 0 RESPONSIBILITYT REVIEW ALL DRAWINGS BEFORE I CONTRACTORS 0 CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. zo Z Q O Z O tno' CD VJ cn �- Uj � o U - O w 1, 10:� �V) = 0 CA C) U (DM w E O U m co m-ac`l) 0 '� N m oil _ LL co _00 Co of 9 Q rn LO oaO 0-) < A� B D® N C B D C If / * / cc c*4 N" W - 0 i �y N v Q COwl .0?:< Co o C m E-�i° Fl.0 * -i #,--' ..... • W�E_Sg� e� 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. 0 Z O N I-' a-' O L0 ­ =; lD M O �+ M Q U-) f0Ln a fn•L�- Q � LL Ln C)� U a Z 00 Z f0 Z ~ _j� W oz �o L Lu Za fLLJ U¢OO �Z.UU Z w z z W w J i p n 0 C • M W Cn OLL N W t-wo i M W W FO oV) }o > N s C J o J Q U U o o U TO Ua0'm'� a °d�oa N za L" z a [� ~ r Lu $0go Z Z w L.f) LlJ a LL Q J LJ J 57 � 1�0Z Q Z w2a� ¢Wz aZ V)Z o Z W Qo a-LU SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. SIN iF l i'ni T911GHIA 5t- 1I Ll 1. a ; - it ,. CORNER OF HOME GARAGE SIDE — — — I 10'-0" TANK -LESS W/H H C G O O O 01 5'-0" STUB -OUT FOR 1,-O„ o 0 0 GAS METER O - 0 O 0 (V = • 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. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE CoPL/YWOOD OR 7/16" OSB IDGE 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. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 0 ")a + + + + + + + + + + + + + + + + + + + + + + + + + +(D + + + + + + + + + + + + + + + + + + + + + + + + + + +++ ^1+ +++ + + +++ +++ + ++ + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + oil :'W /r (, NI& L" W LW Ir. Ct 2 UA )�x z 0 Lu U 10 Backer and Filler Block Dimensions 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 — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap i FILL CELL STD. 900 HOOK BOND BEAM . ... ........................ ...... > STD. 90° CONT. #5 CONT. #5 BAR HOOK BAR #5 CONT. FROM NDATION TOHIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW / FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4" max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _T 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 %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads hi her than 15001b Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 9 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional consideration. Check Joist local building When joists meet over wall, provide code for appropriate 11/16" 1 3/4" minimum bearing for each. I -Joist can be offset details in One 10d box up ti 3 to avoid areas=20 of high Zor=20 sinker vertical plumbing lateral load. nail each side 3" max at bearing. JOISTS OFFSET N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) 10d nails SECTION @INT. BRIG. WALL require additional consideration. 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT 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 6" A 1 2" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 8 T-{) 1'-11" l'-.2' 1'-2' .I'-3' 1'-3' 1'-7"' V-11 2�4' 2-9' 3 2"' 3'-7 Arty 16" jcxst 12 T- 1"" 1'-Z' I _2,. 1'-3' 1'-3' 2-4"' 2'-11" 3. 7' 4, Z. 4.�. 9-41 GP_�? .t) 16 T-a' 1'-1" 1' 2f' 1-2'" 1 7' 2'-9' 3'-2' 3 10" 4�" S' - �6'•4 • 7 �' 20 T-a' T-1" T-Z' 1' 2" 2—a- 3-0" 4'-0" 4'-10" 15-11" 24 1'-0'" 1'-1" 1` 2" 1-3" 2-5- 3'-T° 4'-9' 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. %" 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 U; M 5/811, THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION VIIN. 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.) — Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM 4 ° °. SEE PLAN FOR--'°. ° , • FOUNDATION INFO STEM FOUNDATION \ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 1 zL A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. LC SE HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4' -0" CENETERED @ PIPE PENETRATION q `PVC OR SCH40 SLEEVE / PLUMBING � LINE ..a / i a �° � •a 4 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 . ° f • na L a d v 4' .v '1 I' .o SEE FND. PLN. SIZE & REINF. Z M 0 Z Q O J W cn 0 O w I— c.n � oa U wM W C co � E N M — $ 080 0 C d � o 0 Qrn rnQo A1 N C B D C B D• 11�Y11 i Y c� o'0 m` /�j�o�V//lJIi11111\°��, ❑ ❑ 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 por0 tions of the drawing pages bearing Engineer's signature and seal. O Z � �>-+HMO �i M a U,) -(0p Lr) a cn •L d- Q U o- o0 Z � � WJ C:) d- oZ �o zaa aQ EF wair� ��oo zwwz �p�wJz J d Q � 0 V �LLN 00 Cn w FWo oV) L M W zz O C: = w QcO��Co oaa,m� fV � Z�od 0 Q b" ~�fo Z � �o,go w In o J � W C owu G C) Y ¢ l0 Q Z U�o ¢�Z a`�^ Z � Z W Qo o � g SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 0 SHEET N0. SN 1 ,;,�:.�. Wn w.. .II .� iI.�u-." —T-T ,;,�:.�. Wn w.. .II .� iI.�u-." —T-T 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "I @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATEDOUBLE 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. (1) ROW 2x BLOCKING @MID CONNECTOR U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT, > V-6". WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK SP SPT22 CONNECTOR "J" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE _, 5/8"° x 10" BOLT 24" O.C. W/ @ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 j r 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"1 TITEN HD @ 24 2x P.T. BOTTOM PLATE ALT: 1/2"x12" TITEN HD @ 24" ( 2x P.T. BOTTOM PLATE FOR ROOF CHAIRS P. ) WWF OR FIBERMESH " i I `' ELEV. 0'-0" Io O.C./x 10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 PITCH >AYMENT PITCH >4:12 (2) LAYERS TYPE I OR TYPE II :=HP ° ° .. A F F @ 2400 C 2 ) WWF OR FIBERMESH @ 24" O.C.) 2° WWF OR FIBERMESH P (#15 OR #30) UNDERLAYMENT UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. e - - = m . . • ° ° E-°..° = D � - I r u I _I- —r ° 4...°°31/2 ° ° a ° ° ° ° ° ° a . ELEV. -0 -31/2 a .. °° °.° ° A.F.F. p " MIN. l ' p 31/2 MIN.FOR p ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ICI I ° ' _ -_ _ I ° ° 4 °. ° ° . ° . ° , a 2x4 CONT. ° .. ° '31/2"(min.)- 4" - -' 1/2"(min.)- 4" TRUSS @ 24 O.C. U.N.O. 12 HURRICANE ANCHOR EACH @ - �1 �- I I - -I� '- - ° I . I° a ° a GARAGE DEPTH VARIES ° - —I I I=1 I 31/2"(min. - 4" -� I I I— I -I I I -I I - 31/2"(min.) - 4" = fi ZITY'P.)VARIES TRUSS (SEE UPLIFT SCHED.) W/ _ 8 - TT f 18" ° tr °" � _I — _ r[r -,- _ METAL PL. UNDER EA. TRUSS °... ° ° �. ° T I L IIIIII lll � � = i #5 CON 11 1V 5 CONT.-1 I 14 2 # " (2) 1'-4' () MOISTURE BARRIER TYPICAL INTERIOR BEARING MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLK'_C� TYPICAL BEARING WALL a@ STEP K�cc� NAILING SCHEDULE ON SHT. SN1 „= ,- „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 "= V_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 LNSL ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIPSTRENGTH coN���'JCJE�v CEILING EDGE s�c�R BOARD PER CODE OR 5/8"III GYP. TYPE X @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 1\00 vcs' W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @�7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 10 ONNNNo S (1) ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C f cock ` NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. �� 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR " FOR WALL HGT. > 8-6 . CHART ON FLOOR FILLED SOLID W/GROUT _ - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR cam., G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# � .E (6)1/4"x3 V TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 "' FIBERMESH WEEP SCREED INSTALLED BAR _ END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL FINISH 1x2 PT WD FURRING 24" O.C. r 2x P.T. PLATE ASSUMED FINISHED GRADE -� c PER MANUF. �„ ' z W #3 OR #4 REINFORCING BAR W #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi a M o • ° D• e m p p. C —I I I I I —ITS— 11ZI= 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° Z o . r C FINISH GRADE 00 M v • i f- _ I I- [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] I> _ TM I ° I I �T TI W I-, p - U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER FOOTING MONO SHOWN p °D - FOR CLARITY D D _ _ _ °O o D =III=III-III-III=III=I D ° III=III—III=III=III= — ? 6 MIL VAPOR BARRIER - I e. ° r - = f N z ° ' �-� I I- W R 1 7/8" `" #5 REINFORCING BAR I M I- f - 1- M (2) #5 CONT. 4"1 INSPECTION=III=III=III=III— ° NOTE: ° y I : #5 LAP SPLICE ON 3" CHAIRS " „ „ 3 1/4" BASEBOARD PORT AT EACH o _ _ _ _ g —III=III=III= = - N FOR BEARING WALL -III-� T III III II P — — — - COMP. SOIL. (COMPACTED TO _ I _ 36" MIN. LAP [36" MIN. LAP] (TYP.) 8 1 $ FILLED CELL TYPICAL =III= � =III= � W/ UPLIFT ONLY - - - 95%MODIFIED PROCTOR ASTM I I = I - I I L .I f r 10" MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER rn _ _ _ __ _ _ _ _ _ _ _ _ _ _ �- III= = =III=III=III=III= =III= I=III= =I I=III= —1 — = =III=I I— —III=III—III=III= 1 I— =III— I I - - D1557) i 1 i 1 1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =) I; TI-ITI=III=I=I-i-ITI- l #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE --I � �-� � i-I i i-� � �-� CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G " OR DECO FINISH 4" to 6" "FIBERMESH" FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 � SLAB INFORMATION. SLAB INFORMATION. r) r° ° o I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ 3 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. U N.O.) WWF OR FIBERMESH N ( 6 MIL VAPOR e I I z -`�° —I n.) min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r� E ° < BARRIER — ; ', 4 I N _ ° 'v GRADE AT 24" O.C. MAX. Aik CONNECTION INFO COMP. SOIL. I T ° — T o0 = _ — — — _ — — — _ _ & LAYOUT DESIGN TOP OF BEAM a — - — T- (COMPACTED TO 95% MODIFIED PROCTOR I I I I if -III -I I I I — — — — a _ I u III III I _ _ -(1) #5 REBAR w/OPT. � f 1T- __-SC�I�E��1 SEE ROOF PLAN FOR STRUCTURAL $j - — —° a ° a a :' 1- I� ASTM D1557) �� "rrr I ENCLOSURE -rr ' _� �, T,-r ,T TT •• � #5 REBAR CONT. 3 MIN. CLR.4-�Tr I h � W BEAM SIZE & g P�nTe. CONNECTION INFO Cl) I ( I (2) ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. 1 °SB' _ IIf I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING .II SEE A/S3/J/S6 �� 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION a ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 "= �� SCALE: 3/4 -1-0 S3 Lu SCHEDULE ~ rr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x Q > _j SLAB INFORMATION. e.2„ HOLD ROM SLAB a SLAB STEP &RECESS S.G.D. rM 01_09, CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5%" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO a STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a 2X STUDS 24" O.C. U.N.O. INTERIOR @ & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT _ P. °. ° ` 31/2" MASONRY WALL AND 14" O.H.D. RECESS 13" O.H.D. RECESS �� = ° GARAGE wE 1/4" 32TAPCONS AT 8" PAD FOOTING PAVERS I• Z - r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- EXTEND FILL CELLS co W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. TRIM PER PLAN TO FOUNDATION PAD _ - '. :. STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. T ' I —I I I—�— I :•: ` y ... ` ITI—I. I- - r _ — LLL—� 1 I - _ -� : y �' .Q • �_I I - -r I :•;' •.. — I —I I PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN, CONT. BEAD SEALANT C - SQUARE CMU BLOCK BASE, `fi VARIES PLAN r> _ Z ° -g GRADE _ III a. • ..•• �••'; -I — 4 BO •.:. I a.' , r '; - .: e. . i" TENSION 120#) CONCRETE SLAB _ SIZE PER w/ MIN. (2) #5 VERTICALS w =I I= -I :'•:• -I- - - °° 6x6W1.4xW1.4 c�1 C7 ° °� =III '.: ' •, ::' I— '.:. •.' . • - c T WWF OR FIBERMESH C, FILLED SOLID Z W o _=III- -III= - U W W =I I ' I=I I_; Z ' I T - _E _ — —_ ^ — ° BRICK PAVERS or SLAB PER O =I on I— • • ' : - SEE A/S3 OR J/S6 II ' ' • SEE A/S3 OR J/S6 _ _ �'=1 I- I- ;III- a - 0'-0" FIN. FLR. COMMUNITY SPECS = =III=III=III=III =III- =- OOTING J _ __ M 6 MIL VAPOR - h - I l , , FOR REINF. INFO. 3" MIN. CLEARANCE 7ir� , FOR REINF. INFO. 3" MIN. CLEARANCE _ ; l l i' = -III=1 1=1 1=1 1=1 I 1 BARRIER ==III=III- 1-III- 1-III-III -III-III- BEYOND -"'- 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) —I III III III=1 PAD REINFORCEMENT -� 1=1 1=i 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( 1'-8" 2 STORY)v••y ( 4 4 a ; SEE FOUNDATION . • • ., •�. CONIC. PAD INFO. FOOTING WIDTH , .* SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4--V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z M O — CD O U Z Q J a z O cn (DM 4-J w n U — w 0 .E � 0 �Vi U o0 in r- N M W I— — $ co C' m co (0 -0 co O o0 Ulm Y u- oD 0 CD LyY Co CL 00 LO <C°o� rn¢o Al N C B D C a/77 N OnS •z< •` J LU m'� i R ' ca A/�OFESc�Q���i ❑ To the best of th €4jgjjI(tV e, information, and belief, the structural plans n 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 ON Z 0�1� I>107MO a-+ M Q (n 170 In ) a LL C)-, M >V ' '" UJI z a z ca Z WJ C:) d' oz 0 w� za <¢ ~ C/) J U<t� Moo z Z F-- LUJ Z WW �ao� ON 0 o��S J W �Wo /�/� 00 Q Z ¢o N Zk z 1 06 L 3 Ln Z 0 s o J Q J Lu U Q a <><� ' S JoS �a-.a N 0 LL Z o! W z<< Q ��Win in $o�� Z Z LU ^ TIaCt2 Ll W a 6 LJ.I o w 8 Y < z to Z SCALE . AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. S3 (MONO) 12 \ (TYP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION Zx DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS PLATE W/ (2) 16d TO TRUSS BELOW 1./2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING TYP. -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL \-4 VENT OR 2ND FLOOR MINIMUM CEMENT FINISH ff1/2" TYPICAL C.M.U. WALL STANDARD 3" DIA, TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" nil, DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT Q d a Q 4 .11 a 8STD. 90°HOOK 811 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: Q 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. 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 T- LU O FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR ;'. •.,_ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a a d BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —� 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 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) FB'LOCKING USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL ° a a a ° w a DOOR STOP W MOLDING �z a o 2x TOP PLATE 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. ROVIDE 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. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. 14 S4 A��VpOlv �N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 10dx1 2"@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 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '�--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S s ** HOLD DOWN CONNECTIONS OpO001 Q r NOT REQUIRED @ BEARING FN/NG, WALLS NOTED WITHOUT UPLIFT \--P.T. BOT. PLATE WALL HEADER DETAIL K'Q SCALE: N.T.S. SLI -USP SPT4 SPT24 2X STUDS @ P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 2TYT P) 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" 0/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF AB.. SPLICE STAGGERED �10d@8"O/C ATTACH ALL EXTERIOR STUDS W/(Al 6d TOENAILS TOP 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. ��4 F= 2240 LBS USP SPT4 SPT24 USPC SP SPT4 a INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL I �/ RECESS SP SPT4 SP SPT22 USP SPT4 SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE A a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. 6 C (MIN. (2) PER BOTTOM PLATE) USP USP SPT4 SPT24 SP S LI S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 I R- 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE F 2X BLOCKING O C -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED -5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. LPLYWOOD o E PLYWOOD FASTENED TO TRUSSES SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 0/C BOUNDARIES 6" O/C EDGES js & 8" O/C FIELD PLYWOOD SHEATHING MASONRY SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 C'� r zM 0 z� <t OJ z c/) ('D 4--j w w �- V) o o Mo �r U m� a)M w ~ E c f0 co — 8 O oN wig -r ai 0.0 0u=o00 Ly D Oao LO v 01 <C M rn¢ o A B , D. N C B D C W t)j� • z '1' s iaa r, .,LU aJW W > = Qg 'Cti . w v�(a ZW aD o c m" m as @E S, S t ' 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 C:)O z (V O I� 4-' O r>� U M C) M Q U') (0 L7 d cn•Ld' a (D LL Ln Q .-. � U Q-I 0000 Q z WJ � d- mi �Z =o �o zQa g E awx 0 O 40 zw°w`a p w z w J p g' LL N 8 00 �Wo 8 L M 00 z } o N 5 z va 3 C 2 L S 2: O o a U _ C o I- ,J < boo E J u 6 aR k w C) of w-4z¢ Q jPgE =�o z z J r-i LlJ a w � �azO, a Tom-{ LL.I C G I—w o 8 Rw oo l0 Q Z c j!�Z zz m ^ J = a z uj SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING 16d NAIL NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER „ „ 2x4 O.C. (OPTIONAL -SEE ATTACHED W/ BLOCKING FOR OUTLOOKER ELEVATIONS) BACKNAIL W/ (2)FIRST Zx4 OUTLOOKER 10d NAILS @ 4" R 24" O.C. SEE STRUCTURAL 16d NAILSTYPICAL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ „ 4 MAX. EA. OUTLOOKER NOTES AND NAILING SCHEDULE FOR TOP CORD BLOCKING FOR GABLE�� TRUSS WE TRUSSES @ EDGES OF 2x4 CROSS BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d 3"@ 24" O/C. CMID FOR FIRST FOUR ROWS OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE L BRACING DETAIL 5 SHEATHING APPROX. 8" FROM EQUAL @ EA. OUTLOOKER ROWS OF TRUSSES @ EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2x4 CROSS BRACE EQUAL @ EA. EQUAL OUTLOOKER OF TRUSSES @ 24 MAX. EDGES S " SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT BRACE EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. „ „ 2x4 T BLOCKING 48 O.C. EACH JOINT W/(3) 10d A ' O AT LEAST 90% OF WEB 0 @ 8'-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND 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/ 2 LEAST WEB 2x4 BLOCKING @ EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END E 10d & (2) 10d TOE LE (SEE A LENGTH (SEE TABLE) 48" O.C. l 2x6 P.T. GABLE TRUSS SILL �� RIDGE FASTENED AT EACH JOINT W/ D T TABLE) USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL I 1/2 CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. i J ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS 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. O. 6" O.C. EDGES AND 12" O.C. FIELD GABLE TRUSS WEB 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 & (2)16d NAILS n " SINGLE L BRACING DETAIL s THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS '� " ATTACHED W/ 10d NAILSTMT (2)16d NAILS BOTTOM ATTACHED W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL S5 "T" INTO 2x6 P.T. PLATE " 2x4 LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12° 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING BLOCKING FASTEN WITH SCALE: N.T.S. 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS ' 10dx3" @ 4" 0/C DIAPHRAGM 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 BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" 48" O/C ",, 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 O.C. GABLE TRUSS 5/8„ x 10 J„ BOLT @ 32 O.C. MINIMUM 6 FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER MATCH BOTTOM ( DBL. TOP STUD WALL PLATE TRUSS VERTICAL USP HTA20 (2EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE:IMISSED ER STRAP MISSED VERTICAL SECTION TAPCONS. SECTION 2 SECTION 3 SECTION 4 FASTENED WITH (3) 16d PER SIDE WEB; USE �� �� SCISSOR GABLE T BRACE � MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. $5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 OUTLOOKER „ 20'-0" MAX "X" BRACE SEE DI J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. REFER TO DETAIL J N BACKNAIL W/ (2) @ 24" O/C 8d @ 6 0/C 2 x 4 BLOCKING W/(2) 10d SHEET FOR N SEE STRUCTURAL 16d NAILS WOOD TRUSSES TOE NAILS EACH END @ X- BRACINGAND TOP , N °, M r NOTES AND NAILING TOP CORD 24" O/C (TYP) SP HGAM10 W/ (4) CHORD BLOCKING ;o ;o SCHEDULE FOR SHEATHING DETAIL USP RT16 OR BLOCKING FOR FIRST FOUR ROWS 4"x1-3/4" WEDGE INFORMATION EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 111,2 1/ •. 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES ;o ;0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 1 1 2 x EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 -- -- TRUSS SPANS /� `] NAILS @ EA. END GABLE TRUSS o w ATTACHED W/ 2 -16d L ° 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" SHEATHING BRACING W/ 3 10d x 3" O @ _ AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " �� O (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" FOR THE (2) 16d NAILS OSB ATTACHED W/ 10d NAILS @ 6 O.C. • EACH CONN. @ 24" O/C 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (4)O/C FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER 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 & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL I --- ARCHITECTURAL FINISH „ NOTE: 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1!4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING _z_TOP & BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 10dx3" @ 4" 0/C (2)12d TOENAILS - -_ Aj 2) "T" BRACING MAYBE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CON N. � COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CON N. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. SECTION — BEARING LOCATION UNEVEN CLG. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ) E EQu ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 15 G 45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.91 MAX. MINIMUM 2x I OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS 1T MAX JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER USP LSTA 18 L-STUDS @ 16" O.C. -1�� ��' CONT.BEARING — ONT.BEARING DBL. TOP PLATE USPHGAIO(TYP.) STUDS@16"O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL @EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 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) N VA ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL rj_`,*)I, SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION �s "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAx. 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE 5 35 AND LOCATION) S5 ABLE TRUSS 6 6 S5 S5 END JACK 1 V-0" MAX. CC 9 c� CORNERJACK Y a Q w Z Er 0 0 z M o O _ z � Z <Ccl- O J — U) 0 (A (3) C _/) (3)�--� u, o U — 0 � D_ w � 0 / C)� V m N M W t— E — 8 C, m a M O `oo � ao � au Y 6C 0) Sao O 0) rn Q O A 1 B D. N C B D C T jY a°b co I an U!A C& 0� . �.; Q— rn � a —• f;&Vlx • e•°•• • cc id 0) FaS�O �����°`�4A1�6111Ett1��'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. 1! O Z r-4 O�I� > U0 MC:) M a-+ < fu Lr) d- a cn •,_, 4 LL a .-� � ��� z a 00 z C Z WJ C:) OZ �o z a a� r¢oo Z� 0nWQ !z==Z W 0) 16" F- 00 W z N �Wo pp (� oV) ; o a Z N J z 5 'ZE a v)3 5- (v Lr) F-•• Lu o Q 0 Z Z_ Lou y: 0 JOc� _00 CL o ¢Y� V dm� oQoa Q LU O w Z W r�•i Lr) W oo �az W Z V O uj o4Q ~ ,—I Q Z QZ aZ m O _ J R ¢z ,-•{ a U7 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 2.0 SHEET N0. S5 12 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" 0/C CEILING & 8" O/C WALLS 112" 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 C SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT � FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LLI= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB 4 CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C W TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R : FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT �!ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER a.a 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 NOOK (SEE DETAIL) 1/2"' GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) v 4"x4" INSPECTION PORT AT Ir a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O,C. a a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE iv a' .. •"; ' d AA FINISH GRADE p0 ° T T 1 I11111 •a — — 6x6 W 1.4xW 1.4 ° , a ° • �j-� _ WWF OR FIBERMESH P ° 1 o z - - LIT--� 111 I I I I I I I II I I -I I r (3) # 5 REBAR ON 3" CHAIR _q141' "T-'I '� I I"r-STD. 90'HOOK (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION ri SCALE:3/4"=V-0" S6 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---- FY BAND JOIST 'USP MP4F @ 24" D.C. 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'-0" OF END WALL FROM EA. END. (TYP.) TOP & -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. ,OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: 'USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T"AND CORNER DETAILS N SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-O" OF 10-1 Od X 1 1/2" NAILS INTO END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIE 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 -1Od 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-011 S6 FOR ADDITIONAL INFORMATION, RIBBONS DETAIL FLOOR TRUSS 0 SCALE. 1 1/2 -1-0 S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < F-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. > V-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 I:q!r III I—° f°. •. a : °: I - III— 111—III—I I I I I Ir (3) #5 CONT. ON 3" TTT M_111 T—I I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION, S6 15/32" OSB EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. ® O 2 2 5 FT. 4 FT. O O O 5 FT. 4 FT. 0 0 4 FT. 4 FT. O O 4 FT. ROOF NAILING ZONE DIAGRAM T�7 SFF �Oh� N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N,O.) �F\ (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING uj SOLID 2x y C BLOCKING @ ALL o C SHEATHING O EDGES (SEE OPENING ISECTION X-X aU C x 0: W x E 2x STUDS w BEYOND. = SEE PLAN o 0 W ROOF NAILING SCHEDULE NAILING ZONES (SHINGLE AND TILE) W ZONE 1: 8d RING SHANK NAILS @ 6" O,C. ON EDGE AND 6" O.0 IN FIELD r j ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD Z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD c9 ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O ¢ SHANK NAILS) = NOTE: w ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD o (TILE) OR 7/16.OSB MIN. (SHINGLES) SPAN RATED 24/16 LU r?FO0: } p rn SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH O PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z ti LL ¢ STUD AND OR BLOCKING AT ALL EDGES. N W O O Ix v CO A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 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 W O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL 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". O AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED C WALL SHEATHING INSTALL. S6 & NAILING SCHED. SECTION X-X S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED-- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 'INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 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. P.T. BOT. PLATE FLOOR TRUSS (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1A ' WWF OR FIBERMESH ` C •• ••°• .•d °•' e n N ,° M -111_I 11_I I I-1 I °. ° I 1 11-1 I I —I I I -1 I. -IIIIII1 I JIIIIIIII ° a• (3) # 5 REBAR ON Y CHAIR —� 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. 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 V-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 718" 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. G0 FINISH GRADE 00 IIII�II o� SCALE: 3/4"=V-0" 0 0 1�2 Z M o O_ Z Q O J z O W � p U 0 LLJ ~ � ~ \Z = 0 _oo t7•[ ,V U m CN CN a)M W E — c' ca cM'-, mvM O O U U O C LLO O CU = Y Q rn CL CD CO0 'T M<6 A 1 B D. "°B°° G N WCO �• rozillt of c, ' •� ' . L!� Q.A Q�_a••" • J n� Oi-ES%\O ,�� ❑ To the best of the Engineer's k4owledge, 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 O Z cV O a) r�, F-44-'O r>� M O M Q��Ln a "L iLn n LL C)- � M U fa Q � � Z � J C:) Wko V_ mi oZ o 3� w� z a f� o o M z00 aZ¢ WW J a O n 8LL N 00 o�o 00 } LX N v) J <Z H 43 Ln 0 S J Q J W v 2 �W�o6 T111 fY• a 1 1 LL W Z Q Q� Q �ow� ��o �o Z w Lr) Lij o & z J 6i oZo ova 110 0,0 Q Z Z ago Q LU Z co= 11 Z d Z J o az SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2mO SHEET NO. S6 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 1-2x8 BLOCKING FOR STRAP L1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE. " = 1'4" 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 JOIST C SYP 2x8 SYP 2x8 SYP FAA STRINGER MUST MA CONTACT WITH LAN 2x4 CUT C,. 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" 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 B4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12_,�4 C 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER--//7\ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X FOR STRAP PT NOTCHED INTO STRINGER 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 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = 1'-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL SE E PT NOTCHED Il� D NAILED TO FL( A I STRINGER CON' CTION VIEW "D" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BU LLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D-D 3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN 4" AND �' GAP TOP AND x8 SYP GLUED BOTTOM, GLUED AND 2x4 s AND NAILED TO NAILED TO STRINGER ng for blockin FRAMING strap (U 2x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILEC 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 x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW _ SCALE:' = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = 1'-0" `L2x8 SYP DRYWALL STOP MUST // NOT TOUCH STRINGERS 1LUED AND NAILED TO STRINGER DRYWALL SPACING SECTION V SECTION VIEW "E" E SECTION VIEW SCALE: #" = 1'-0" 3/4 PLY%A ON DECK _2x8 SYI AND W FRAMI� 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = V-0" IEW "B" SCALE: 1" =1'-0" 'ER SECTION VIEW "C" SCALE: 1" = 1'-0" TOP OF TREAD STRINGER :4 GLUED AND NAILED TO STRINGER CONN. TO BOTTOM NEWEL POST LET INTO DRAFT OF NEWEL POST THE BLOCK )P PER CONTRACTOR PROVIDE 8 SYP DRYWALL STOP BLOCKING JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 ❑ 2X8 BLOCKING x4 PT UNDER 2x12 FOR NEWEL POST TO ANCHOR TO. FLOOR GIRDER FL IR PROVIDE SOLID BLOCKING (GLUED AND NAILED) 2X4 CUT ON 1 � x BELOW ALL NEWEL POST BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR LVL NAILED TO JOIST. TRUSSES NEWEL POST SECTION VIEW "G" SCALE: 1" = 1'-0" BLOCKING SCALE: 1" = V-0" 0 1 t-XI M l.#UIVJ I MUl.# I IUIN Ur. I MI 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 u ECTI ON VIEW "H" SCALE: 1" = V-0" UlLO Z � 0 z� Q z O U) 4--r w C) O W In � E U 00 �M LU E �-8 ago �(0M OoN = 0j CD L U_ 00 CO 0 a) C Y Q rn U) o to ) rnQ o A B D. N C•B D C If ;" //T1 _ LOW' � P � Leti+. i �• _ ..2 W ✓ N"ti e m `V . � •• N N Sse1 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 N 0 N �>-+HM O M < U*) a cn L �t- aaLn � 'M < U a00 Q E� z�° WJ C:) oZ �o W� za X< r~ U¢cc �zv00 Z W Q z 0 oWW O Lq 8 a p n W w10 0 z L OZ }oM a L _j_ Zr"j Z 43 O Z L z 0 F O0 a CC G boo P oo WL CC N z �2 � 0 Z<Q �2oZ W o, o lo Lli di Q o 5 Ow Y Q �o l0 ¢ Z z awz Z LU aii �o aZ O _ rn r-I a 07 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. ST 7T,T-i-,mumt�1u DOOR JAMB (REFER iX4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL MAX.MAx. INSTALLTION $ , , TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1NACCEPTABLE TO SHT. SDW2-K1 FOR HT. SD DETAILS PROPER INSTALLATION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING „ „ 3/16 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR (•�,/p) AND NAILED W/ 8d COMMON @ �� �� 6 O.C. EDGES AND 12 O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO11 TAPCONS STAGGERED STAGGERED @ 16° 2X8 BLOCK@ SPACING 1" DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 � 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH rr 1-1 /2 DETAIL MASONRY THROUGH 3rr DETAIL STD. 90 ` D. 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. &ix8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL JEl/i 7 NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN 2" DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL � JOIST TYPICAL • .' FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING _ 2X8 P.T. WITH 3/16"0 X 3" TAPCONS +2„ NOTC @ FIRST COURSE\—USP 1/2" SC @ 12" O.C. BA SDS i/4x1 1/2"SCREWS INTO BAND 2x P.T. AS REQ'D LONG 2X8 P.T. STAGGERED @ 16" O.C. 2X8 LNOTCHWEBATTHE ` JOI' BOLT S INT)O K.O. BLOCK EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL t5" FIRST 2 COURSES ' ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION KH"� RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2X8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 114" x 31/4" TAPCON ( 1 1/4" MIN. A -A _ 1890 #FOR 2 STRAPS 1. FILL 1st4 COURSES SOLID wiGRouT EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS e 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK n " 1/4 P 1/4 x 3 TAPCONS 1 „ „ P RT16M W/ 8 NA11 NAILS & 6 x 2 () () a BLOCK HEADER _ _ TAPCONS 1/2 DRYWALL * � � .: y;.�;��:`:"; ., �_' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) .. :; '.;' 10d NAILS x 1' 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)„ X 1 t" WEDGE BOLTS [ (1) STRAP = 1225 (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) �• a 2 x 8 BRACE/ BLKG. 7/16 OSB TO BE INSTALLED BOND BEAM OR CAST F OVERHANGS BETWEEN OVER 1 1/2" FOR o E CONTACT ENGINEER OF RECORD FOR 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 FURTHER INSTRUCTIONS. e" •e ' • SCRIBE NOTCH ( ) BACKSIDE TO FIT ARCH (4) 1Od NAILS 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 ANCHO\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ''�' RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" T01 1Y1" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16' x0 TO TRUSS TOP CHORD �FRygN r1 1 ,1 O.C. + C FNGT 1 -0 5 -0 SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + ° ojjLfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED DAS + REQUIRED ' /4" MAX EMBEDMENT INTO K.) 2'-0" PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° • • ° >.. gyp. °• '. ° #5 BAR 8" + + 1.0" ° D ° •• ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + Is °r 9 _ IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . s > • . ° a .' • .P ' c KNOCKOUT / N EACH TRUSS _ _ ; ° CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ 2 lOd O NAILS AT EA. END PROVIDE (2) MIN.TAPC PROVIDE 2x d s CONNECTOR MONO FOOTING - .°. .> > ° x CONT. WI (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - ( BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED By—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL .> ° • ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT ? z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN PRECAST LINTEL .°: °ffTANDARD 4 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4% WOOD FOR OVER HANG FILLED CELL, , �L, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ♦ , ♦ . IV�L _ v ♦ IV_, ♦ ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = r-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. � REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/88"" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION r #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 TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. a zz EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g'_0" . 5"EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP U-LUNON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v a REINFORCING AS FOLLOWS: I¢ a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. SEALANT k? o--��—�j ? g v Z 5X6, EMBEDDED INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ ° L—T g a EXISTING FOOTING 2-#5X6' IN CONC. s;:,'' ` REINFORCING PANEL .: cn N FILLED CELL SMOOTH. DO NO FURROW. ;.." ° u ° I — DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE SET BAR IN EPDXY 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST "' ' SPLICE j REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o _ ` \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. NTS (REMOVE 16" MIN. COVER EA. WAY W DG SI FROM LOWER COU SES OF SOLID BL CKS AND POINT THE VOIDS TH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE' FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z co 0 Lu 4 (D 113 a_ U) Z Q) U (DM 4--J w 0 ( J — LU _E2 0 0 U LU E O co °c' co Cl)i_ f`.a co N — U 0 L LL Op U Y O Lo � O_ Q 0 q. Q O Al B D® N C B D C 'v l 0N����48 N .Cp 0 � z aLLj t t V rd. c tir a 2 a c� IL •�� rN� FLU S°i .0531 X4 leg 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. 0 C:) Z C"i 0�1� f V)'-tD (n M O M a (J) (0 U') i2 V)z L d' En Q Q Ln LL ro DC U fu *'I ca. z F- Q � � Z � WUj J � �F- O Z O Ln 3� �o za g ujaoo 80 Z UJ Z C�7Mww J ch a 0 o O uj LL N 00 W 0wo i 00 oZ }o o J Q U fa W 0` ` fi -. ..- < LU x o cg �&m2 0¢Oa Za � ^ Haacc aoW3 $0�o Z rla�LL LU J L.0 �� di Q Lj.j Q ozo O Y ko k Z �j ¢tz a � o � g LU J Q SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. SS Fj 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 rk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS ES 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) 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 (2) 12D NAILS —' _ AS REQUIRED AT 12" O.C. MAX BEAM q RAISED ENTRY CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL 0 ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" SCALE: 1/2"=1'. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B FRAMED RIDGE MAY (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MBE NAILED W/ MIN. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 12d WHEN INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSSS —, 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'-02X4 BLOCKING" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE A. - DIRECTION TYP. —� C 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 ITT * ITT 4 TB PRE-ENG. TRUSS r CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 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) USPLSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER USP HD4101F BUCK" SEE ROOF PLAN FI MORE IN (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 SEE PLAN FOR CANT. — jjSEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDULE/PLAN INDICATED ON BM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR /6, 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 DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD • MAX TRUSS •fit •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & ADDITIONAL INFO. _Ly_TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD (4) #2 SYP CONT. LEDGER w/ BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO END OF EACH FLOOR FOR LOCATION AND DIRECTION (IF PARALLE •° TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION EACHSIDE EACH INSTALL INFO) (4) NAILS EACH SIDE) PLAN FOR MORE INFO MASONRY WALL DETAIL @ INTERIOR BEARING 3 (TYPICAL) WOOD TRUSS J SCALE: 1/2" =1'4' COMMON B M . ATTACHMENTr18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF s SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" 1'-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT = SCALE: 1/2"=1'-0" OIL VARIES 2x STUDS @ ROOF SHEATHING SEE 1/S5 FOR W/ USP PT6O.C. 22@ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS 4" O.C. INFO, 2x BLOCKING BETWEEN 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ (2) 16" O.C. W/ (4) 12d COMMON TRUSSES. V ATTACHED PER 12d TOENAILS EACH END TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SPT22 BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING () @ ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABLE SCHEDULE BOTTOM CHORD PLATE INFO. 12d NAILS STUD) EACH TRUSS LOW ROOF/WALL VERTIVAL STUD SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN NAILS @ 16" O.C. ALONG W/ 2x4 BASE PLATE W/ ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TYP TOP & BOTTOM NAILS EACH SHEATHING ATTACHED axx STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3) 12d TOENAILS TO PLYWOOD aa. HTA16 @ 4'-0" O.C. TO GABLE TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP FLOORING ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'4" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN '.. TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE o 16" O.C. MAX. ae FOR CO ION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER '"F SECTION �a FLOOR MANUF. SPEC'SCONNECTIONS FOR TO G.T. _NNEXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLEK_12_-�SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS CO Z 0 0 —0 Z �O z� Q n- co z O C 4--J L.0 o U — w 0 F- 0 o 0 V CN a co uL � E �0 (h mvM O`oo L LL co II U (D of Y 050 Cc 32iZ, 0 Q rn Lo m< 6 `r N W'o1�•%%N� CR Uj N �V ii •dl� 9 _ Z C Q C ' Enw ^ 4.29 �1� To the best of the Engineer's vnM ge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV o� ���� > U0 M � rr ) Q�roLn a n .L a a) LL L0 Q cl� U fa O Q Z WJ C:) d' J oZ z aQ r~ L) 0 0 vWW w 4 z � p z w W J 8 d2 M ' /� ) 0 0 O u_ N Hz0 W M w V Z oZ z z r o 0 az Z I Lri W W F- S 0 O z J Q fu v / J o ' PRO _j _�. '• WFrL Woo 6 -as N Q g°doa W 0 J WIZ¢ -z WE Q~ P o Z Z a LL W J In � LL! Q W z QC: 8Z8 <�o �o Q�Z aLn O QZ J = az LU rn ,—I a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. D1 r (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE 6 USP SPT4 W/ 10d X 1 1/2" TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. ( ) MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING QA BELOW AND ALT. (2) - 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO SEE PLAN FOR CONN. SEE FOR 2 OF MASNORY & 8d Q 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN BLOCKING NAILS T/B FLANGE ° 1. APPLY SUB (3) 2x # SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS ADHESIVE TO (2) 10d TOENAILS . EA. EXTERIOR HEADERS © 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. SURFACE q 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x X. FLOOR SYSTEM NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO T.(2) USP MSTAM36 STRAPS w/ (8) 10d 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. EXTERIOR STRUCTURAL WALL END OF OPENING USP STUDS A O E - 10d 1-1/8 RIM BOARD TO STUDS ABOVE PLATE NAILS & (5) Y4' x 2 Y4' TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO ° VERIFY W/ PLAN JOIST SEE PLAN I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) 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) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2 4" TITENS AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = V-0" WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" = 1'- 0" GABLE END RIM JOIST O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING BLOCKING BELOW. STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT END OF WALL UNDER 10d NAILS & (4) / x2/4 TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO (2) - 10d TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED MASONRY WALL EACH SIDE IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL 2nd FLOORK'_3'N�HEADER CONN. 2nd FLOOR 4 1 2 GIRDER/COL. CONN. AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" REQ'D TYP- 7 @ 24" O.C. (2) 2x HEADER SEE PLAN w 2 x 4 #2 SPF STUDS A" O.C. U.N.O. i-TYP OUSP SPT24 @ EA, STUD W/6-10d TO STUD & TO TOP PLATE OUSP LSTA24 W/(18)-10d NAILS 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. DD USP SPT22 W/ (6)-10d TO STUD & (4) - 10d TO PLATE OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE F USP SPT4 EACH STUD PRE-ENGINEERED F @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE � EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE (2) - 2 x 4 SPF SPACED W/IN 6" FROM OPENINGS TOP PLATES AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER BASE PLATE ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B PROVIDE EXTERIOR SHEATHING 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. AND EXTERIOR SHEATHING CAN STOP ONCE UNDER 5 LOWER ROOF. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. (2) 2x HEADER SEE PLAN SEE FOUND. PLAN FOR FTG. REQ. SCALE: 1/2" = V-0" SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" THE FACE OF HEADER/ STUDS @ 24" O.C. W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE (2) 2x HEADER SEE PLAN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) - 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x IS GREATER THAN 4 FEET SILL PLATE W/ MP3 CLIPS EACH SIDE BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN @ END #2 SPF STUDS 2 (3) x INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EACH USP LSTA30 CENTERED END OF OPENING W/(22) 10d NAILS NAILED TO STUD PACK W/ 10d NAILS @ 8"o.c. I FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM 9 SCALE: 1/2" = V-0" SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED USP SPT4 W/ (6)-10d X 1 1/2" (1) USP LSTA30 STRAPS BENT @ 24" O.C. 4 OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE THE FACE OF HEADER/ STUDS W/ (22) 10d NAILS —(2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE - (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET) IF OPENING IS GREATER 2X CRIPPLE AT EACH END OF THAN 4 FEET, BUT NOT EXCEEDING OPENING NAILED TO STUD 6 FEET, A MP3 CLIP IS TO BE PACK W/ 10d NAILS @ 8"0.C.R.."5 INSTALLED TO EACH END PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN USP MSTAM36 STRAP(S) )' "\ TIE BEAM CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING BELOW JAMBS SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 4"x24" TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: 1/2" = V-0" SEE PLAN FOR COL. SIZE FLOOR SYSTEM OR 2-STY. FRAMING SEE PLAN FOR COL. SIZE — PLAN FOR CONN. NAILING AREA (TYP.) (2) USP MSTA36 STRAPS CENTERED w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (EITHER USP OR SIMPSON STRAPS ARE ADEQUATE) BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) USP HTT45 BASE W/ (18) 16d NAILS & 5/g' ANCHOR BOLT W/ MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 6 2 STORY COL. a@ GIRDER SCALE: 1/2" = V-0" SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" BENT OVER TOP PLATE @ 24" O.C. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN HEADER/STUDS W/ (22) 10d NAILS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF OPENING NAILED TO STUD SILL (MAX. OPENING WIDTH 4 FEET). PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS e'; 2X CONT. RIBBON & (5) 1/4 TAPCONS. TIE BEAM CONTRACTOR MAY USE SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING „ 1 „ BELOW JAMBS 10d NAILS & (4) 4 x2/4 TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: 1/2" = V-0" 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C ��F48 �x4 r PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: 3/4" = V-0" 7 TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED @ HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TONEAILS HEADER FLUSH TO OUTSID DOUBLE 2x6 OR 2x8 TOP PLATE SEE ^' ""' 12d NAILS A O.C. TYP T (2) 2 x #2 SYP U.N.O. 2 x CONT. T u (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN 2x HEADER TO SIT JSH w/ THE OUTSIDE E PLAN FOR SIZE / 2x8 WALL BEYOND SEE )OR PLAN FOR HEADER NNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION USP SPT6 OR SPT8 @ 24" o.c. BOX HEADER (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. W/ USP 0 o SPT22 & SPT24 (OR SPT4) CONNECTORS @ TOP PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) STUDS BELOW HTW20 @ BASE TO HEADER (IF CRIPLLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) LSTA24 (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 r o — o Z o Z Q O z A� N U w •U — O = 0 � �0 0 o0 U �M LU I.-O m M ca 2 'O M No ol07 = m o O O wL-00 S Uao) C �o-o O Y Q 0) Lo V OL c Q O A' B D. N C B D C , S LL a � rG °' ` �.5 I1J a e E IL Q a o ,Spy z t. . .F il'llll To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z ON � � O M O M QL)�Un 'i v- U-) < 0)LL try �' F-M Q U a� E Z WJ C) d' oZ w� Za ¢f ti¢o( =moo ro (0, Z o z �Ezz �o!�z v , r1a. fJ 8 00 c) oW° L M w 7 L Z z }g a xZW > N U z 4Z Lri W Cn E o 06 W 1� Cl) Q F0 F J LU I� x ama N $�0- Q FWW oa3 W W ,w Z Z Lr) � s LU J ,,,,i Lli w 2:W Z o O ~ Q Z 1�0Q Z K =� a V)Z .} V Z w J <� o 1-4g SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. D2 s� 6U 3 THESE DETAILS ARE GENERIC AND 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 REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW "''^ WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) 0 0 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING v NAILING FLANGE 1 O 2 SEAL TOPS OF JOISTS - UNDER UNDER DECKING (SEE DETAIL WP07) r u�arm��a rLr�onnv�a SELF -ADHERED FLASHING DECK JOIST E AM Q SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED 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 1HERED FLASHING 8 2 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 4PER i,TH O RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. I in with AST r Type 1 felt or R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt free from hoes and breaks complying M D 226 fo 9 P Pe Y P � � P Y g YP other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as(Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all UI� zo (D Z (0 Z Q O Lg.. z A n, n W E:n 4--J U-1 n 'U - Lu O C E o vi ~ o M CO r` U �M co W O U C E0 M E` 'p co 0 'o N is CD L LL 00 = -00 Ly ) O Cc oaO o Q , v a- rn Q o A 1 B D. N C 11, D C d r- co N co CV ..ww m� m N 0 o$ o O CV 00 Z o �V Z auwM�Z coLL z L' Z, LL N O CD Wa L L as ,r-LLo Z V Q a �W D (A 3 O z Z OO m�ITQ N . 04 O y�EEn� m m � am9N� WLZ �o W N Q Mr Ov 60 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a) N r>-I-I (n M O M Q U-) -r0 Ln u .o n Q LL 0- .-� I� U Q,� a E �- Z m WJ C) J oZ Zo zaa �a Ua00 �4UU zcl,Za 0 �WW 'h VJ J a0'0 0 LL. N 0 W �Wo L oZ ZO U > N w Q Z ZLu -a Ln 0 S 0 O U = � 1170 cc � J Z J gui o9 ZO ^ I" I""I � k�o a wp00 N Z¢o°d k LaQ� Q EZ NO Z W di Wo" �aLL� J ti di s owo 0 Y 8 ^ Q Z WI Q 1,0 Z Z � Z D En m Q Z a z rn J = Lu ,-I CL I to SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION No' 10 SHEET NO. W P ill N C/) (a 0 U i N Q 0 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis C �� j CD (� (� CD (� O O O Q O M .� E 0 CU 0 E W Z U) fir• 0 L O Q S� U 0 O ^^L 1..1. vI U � I- O L LU Z� Z a J d SHEET N0, PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232:3 ESR-3445 HU216 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the N Cn C0 O -� L N � O CD Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 •� �j Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 =3 Co -C13 'U) Florida Department of Business & Professional Regulation Page 1 of 2 _0 V Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/92017 C= O O -� Application L 0 Q- FL#15225-R3 FL#15000-R2 Product Approval Detail O Code Versio Entityor Date Date Date Pending Date Code T(oe Versio Manufacture Ent or Contect Engineer BLicense Validated By ate Date Validated Submitted Date Pending FBCApproval ante Approved Status FL#15332-R3 Products CCS C =a=+ �� O (Q co Type Manufacturer Contact Engineer BLicense Validated By Validated Submitted FBC Approval Approved Status Q N Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06113/2015 07/05/2015 Approved 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 Quality Assurance Approved for Use Approved for Use Impact Design .0 O L Category: Exterior Doors g ry: (419 298-1740 Management Institute ) g (813) 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813 767-6555 ) Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure (n L i►Z Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickw5_rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No NIA U) O l� Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com XO, )0(96&quot;x96&quot; CD�F- _#� Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/3l/2017 No Yes No N/A U) Q FL#15225-R3 Products Professional Engineer 143&quot;x96&quot; 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 146&quot;x96&quot; Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 5 e. &quot;Smooth-Star&quota and &quot;Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/3112021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quota NON -REINFORCED Therma-Tru&quota and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. &quot;Premium Series&quot;, &quot;Construction Series&quot,, and &quot,Benchmark by Therma-Tru&quota 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 Transoms. With and without Sidelites. Inswing and No Yes No N/A 1 a. &quot;Fiber-Classic&quot; or &quot;Smooth-Star&quota 68#139;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A XXX 143&quot;x96&quota with Transoms Outswing Door with &am without Sidelite s Outswing p; f) g (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of 2 Product Approval Application Detail Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 FL#15279-R4 Building Codes and Standards 1/102017 Product Approval Application Detail Code nti o Date Date Date Pending Date Product Approval Application Detail TVpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entity or -t Date Date Date Pending Date Woe Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Category: Exterior Doors g ry: Subcategory: Sectional Exterior Door Assemblies mvm 770-6062 Inc. (513) 519-6566 mwesterfeld@clopay.com Code Ent' or Date Date Date Pendina Date Revision 2014 MI Windows and Doors Brent Siflinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Compliance Method: Certification Mark or Listing �e Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved SubCategory: Single Hung bsitlinger@miwd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WMNDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Qesign Quality Assurance Approved for Use Approved for Use Impact Design 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames hollow metal doors. Three sided and four sided single and pairs of 12131/2017 Yes Yes Yes N/A 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No N/A N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 488, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 486, Steel Pan (min. ZS ga.) Single -Car (up to 9'0" wide) 05121/2028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31l2017 No Yes No NIA 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 88 1/8X72 102 102 W6-16 PAN-2F153 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174, W6 Garage Door PSF (D Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 O Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 ■ Product Approval Application Detail FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date CIO Code Entity or ate Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Versio Manufacturer Contact Enaineer & 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 08f3l/2015 09/05/2015 10/16/2015 Approved U Affirmation 2014 MI Windows and Doors Brent Sitiinger 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 Co � Type Versio Manufacturer Entity or � Contact Enaineer & License Validated By Date Date a Validated SubmittedFBC Date Pending Approval ate i� Approved Status Category: Windows g ry: SubCategory: Horizontal Slider bsiti 365-3300 PE-62514 (717) 317-8454 bsitlinger@miwd.com SubCategory: Fixed Compliance Method: Evaluation Reportfrom a bsitlinger@miwd.com Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved ■ - Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Professional Engineer SubCategory: Mullions g ry: bsitlin er miwd.com g @ Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impac Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact e i Sea # Product Model. Number or Name Product Description Contract Explration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3l/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3112017 No Yes No N/A 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A }� SLIDER 108X48 PW NI 72X72 FIN 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NIA 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A SLI DER V O ca O (3) Q U O Florida Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of Cn 1..� Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n FL#13192-R4 FL#15272-RI FL#5444-R10 Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Code TVpee Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval [ate Anproved Status Code TVpe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status C' Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Niernmen John W. Knezevich, PE 12/1412016 12/08/2016 12/15/2016 Pending FBC Approval ^^` Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922.2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 1..1-. SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles mark. d. harner@saint-gob H Compliance Method: Evaluation Reportfrom a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Reportfrom a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer cz FL#13192-R4 Products FL#15272-RI Products FL#5444-R70 Products LU Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Approved for Use I 2 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance for Use Approved pact Design 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 yes Yes N/A N/A 1 a. &quot;2T&quota Soffit Vent or Solid Vinyl Soffit 12/3112018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q (D 2 Hardielolank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A Z architectural asphalt roof shingles Z Q J SHEET NO. PA 1.1 - - - lit Iit Tl r7F iu nT9liilr u6ili91B lu7th ,itB�drL i�u7 F- CD Cn 2 L O Florida Department of Business & Professional Regulation Page 1 of 1 0 Building Codes and Standards 1/9/2017 CIO � Florida Department of Business & Professional Regulation Pagel of 3 Florida Department of Business & Professional Regulation Page 1 of 1 }' 11 �f1 }� Building Codes and Standards 1/9/2017 Building Codes and Standards 2162017 Product Approval Application Detail }� CID •� CQ Product Approval Application Detail Product Approval Application Detail FL#5219-R3 �O FL#12328-R7 Products Code EntityQ or Date Date Date Pending Date _O O O Quality Assurance Approved for Use Approved for Use Impact Desian FL#21675-RO Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant P essure Code ti r Entity Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/2312015 Approved co � 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Type Versio Manufacturer Contact Enaneer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 O 0 j New 2014 HomeGuard Building Products, Inc. John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Accessories that are an flvalidation@yahoo. �_com E O Integral Part of the Roofing System .� Approved Compliance Method: Evaluation Report from a (D L +� Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida (n O Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer Compliance Method: Evaluation Report from a m FL#5219-R3 Products /�1 Code Version: 2014 FL # 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL Quality Assurance Approved for Use Aoproved for Use Im act Design Category: ALL Subcategory: ALL FL#21675-RO Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No NIA Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A WA Wood Deck Approved for use outside HVHZ: ALL Impact Resistant: ALL ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39, 6&#39;, 12/31/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile&quot; 8&#439;, or 10&#39; Wide Off Ridge Vent Attached to Date To: ALL 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Wood Deck Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quota 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity Enttyo Date Date Date Pending Date FL#16566-R1 Coe Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved atu Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity or Date Date Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02l27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (904) 783-8400 (786) 315-2590 SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved Subcategory: Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-RI Products Quality Assurance Approved for Use Approved for Use mp— I act DIsion D Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A 1 Deck -Air TM DA•4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51.97.5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +NIA/-165 Attached to OSB or Plywood Deck. (n CD Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Q Product Approval Application Detail FL#15076-R3 Florida Department of Business &Professional Regulation Pagel of Building Codes and Standards 1/9/2017 Code Entity or Date Date Date Pend inn Data Tvoe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. 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 Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 ■ Subcategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity or Date Date Date Pending Date Subcategory: Roofing Tiles 9 rY� 9 thomas. emme boral.co 1 tt@ e # 5 _ Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant � Pressure � Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status IN � Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. 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 Product Evaluation Entity or not b tracks to provide hurricane protection. Y P p Category: Shutters 9 ry 954 689-7545 PE-44167 954 772-6224 f ) f ) — FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3112017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Desian Florida Registered Architect or a Licensed Florida Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate &amp; Split Shake Flat Profile -Stockton 12/31/2018 No Yes N/A N/A Code �- Entity or 1F----� Date Date Date Pending to �- FL#15088-RI Products 14 Saxony 900 - Country Slate, Shake &amp; Slate Flay Profile - Henderson 12/31/2018 No Yes N/A N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Desian 15 Saxony 900 - Country Slate, Shake, Slate &amp, Split Flat Profile - Lake Wales 12131/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/3112017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a }e 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 26 Villa 900 Villa 900 Medium Profile - Denver 12/31/2018 Medium Profile Stockton No Yes NIA N/A Professional Engineer ^` - 12/31/2018 No Yes N/A N/A FL#15076-R4 Products Quality Assurance Approved for Use Approved for Use Impact e i /� ) Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant r Pressure �./ 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. O 2 24 Gage Galvanized Steel Storm PaneWNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. O L U Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Cn 0— Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 CD FL#12856-RS Product Approval Application Detail Product Approval Application Detail LN (n Code Entity or Date Date Date Pending Date M Tvpe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved atus FL#17869-R0 FL#1999-R5 00 Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code Type Versio Manufacture Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pend ina FBC Approval Date Approved tus Code Type Versio Manufacturer Entity or Contact Enaineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status 0 < Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved ^^ Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 I..L Professional Engineer Subcategory: Storm Panels 9 ry� mikeb ailamericanshutte @ Subcategory: Truss Plates g rY� slewWs al ineitw.com @ p FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Desian Pressure Professional Engineer FL#1999-RS Products ICU 1 0.050&quota Aluminum Storm Panel 0.050&quot; Aluminum Storm Panel with Optional 12/3112018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact. Desian W 2 &quot;Safety Edge&quot Storm Panels Clear Panels &quot;Safety Edge&quot Storm Panels, Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 28ga 12/31/2018 No Yes Yes +54/-54 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/3112020 Yes Yes N/A NIA (0.018&quot;&quot) Steel, 0.022&quota Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q 3 24ga Steel Storm Panel and Non -Pert), Clear Polycarb (Full and Half) 24ga (0.0232&quot;) Steel Storm Panel Optional 12/31/2018 No Yes Yes +1001-100 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Z with 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel J a. SHEET N0, PA 1.2 N L C6 N O L � (1)Q 0 " FL#1645-R4 Code Type Versio Revision 2014 Manufacturer Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entityor Contact Engineer &License Validated By Robert Taylor ICC Evaluation Service, LLC APA - The Engineered (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 ate Date Validated Submitted 05/27/2015 05/06/2015 Date Pending FBC Approval Date Approved 06/02/2015 Page 1 of 1 1/9/2017 Status Approved Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail FL#2197-R5 Code Ent' or D Date Pending Tvpe Versio Manufacturer Contact Eno EntityDate D a Date & License Validated By Validated Date d FBC Approval Approved status Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Category: Structural Components (314) 851-7480 LLC. SubCategory: Truss Plates dwert@mii.com (205) 599-9800 Compliance Method: Evaluation Report from a Product Evaluation Entity Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail FL#1644-R4 Entity r to Date Pending Code E o D Date at _ Ty Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aproved status Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Category: Structural Components (541) 826-0200 Wood Association SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Compliance Method: Evaluation Report from a Product Evaluation Entity •�/� V W U —cu UO -0 C OL _ '� i` Q O Q LL M C � O Q '� ai L U) 0 to o V J j Q 0_ Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity Sea # 1 Product Model. Number or Name M18SHS Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ 18 ga. super high strength truss connector plate 12/31/2017 Yes for Use Outside HVHZ Yes Impact Resistant N/A Design Pressure N/A Sag # 1 Product Model. Number or Name Versa -tam Quality Assurance _Approved for Use Approved Product Description Contract Expiration Date in HVHZ Laminated Veneer Lumber 01/01/2035 No for Use Outside HVHZ Yes Impact Resistant N/A Design Pressure N/A FL#1645-R4 Products Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12/3l/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 FL#6527-R6 Florida Department of Business &Professional Regulation Building Codes and Standards Pagel of 1 1/92017 Code Type Versio Revision 2014 Manufacturer Weyerhaeuser Entityor Contract Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. Date Date Validated Su bmiffed 07/06/2015 05/12/2015 Date Pending FBC Approval Dal Approved 07/30/2015 Status Approved FL#158-R7 Product Approval Application Detail FL#1630-R8 Code Tvpe Versio Revision 2014 Manufacturer Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Product Approval Application Detail Entity or Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae user.com Date Date Validated Submitted 07/06/2015 05/12/2015 Date Pending FBC Approval Date Approved 07/30/2015 zam Approved 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 (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ Structural Composite Lumber or Oriented Strand 03/31/2017 No board Rim Board Laminated Veneer Lumber 03/31/2017 No Parallel Strand Lumber 03/31/2017 No Laminated Strand Lumber 03/31/2017 No for Use Outside HVHZ Yes Yes Yes Yes Im t Impact Resistant NIA N/A N/A NIA Dest >)_an res r N/A N/A NIA N/A Code Type Versto Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of NewTechnolo 9Y Compliance Method: Certification Mark or Listing FL#156-R7 Products Sad # Product Model, Number or Name 1 High Strength Concrete Lintels Entity or Date Date Contact Engineer & License Validated By Validated Submitted Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 (813) 621-4641 (786) 315-2590 cparrino@castcrete.00m Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Date Pend ina FBC Approval for Use Outside HVHZ Yes Date Approved 03/18/2015 Impact Resistant N/A Status Approved Design Pressure N/A FL#1630-RB Products Sea # 1 2 3 4 5 6 Product Model. Number or Name TJI 110 TJI 210 TJI 230 TJI 360 TJI 560 TJI/560D Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ Prefabricated Wood I -joist 03/31/2017 No Prefabricated Wood I -joist 03/31/2017 No Prefabricated Wood 1-joist 03/31/2017 No Prefabricated Wood 1-joist 03/31/2017 No Prefabricated Wood 1-joist 03/31/2017 No Prefabricated Wood 1-joist 03/31/2017 No for Use Outside HVHZ Yes Yes Yes Yes Yes Yes Impact Resistant N/A N/A N/A N/A N/A N/A Design Pressure N/A N/A N/A N/A N/A N/A FL#6527-R7 Code Tvpe Versio Revision 2014 Manufacture Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Entity or Contact Engineer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae user.com Date Date Validated Submitted 10/31/2016 10/25/2016 Date Pending FBC Approval Date Approved 11/05/2016 Status Approved FL#158-RB Code Type Versto Revision 2014 Manufacture CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing Entity or Contact Engineer & License Validated By Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Date Date Validated Submitted 05/06/2016 04/29/2016 Date Pend ina FBC Approval Date Approved 05/06/2016 Status Approved FL#6527-R7 Products FL#158-RS Products Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Desian Pressure seal # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Desi n Pressure 1 Microllam LVL Laminated Veneer Lumber 03131/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board ■ 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 O Florida Department of Business & Professional Regulation Building Codes and Standards page 1 of 1 1/9/2017 Building Codes and Standards Product Approval Application Detail 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1/92017 ■ �+ Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date Date Pending Date FL#11383-R4 Code Type Versio Revision 2014 Manufacturer Commercial Concrete Products,lnc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity or �� Contact Engineer & License Validated By Robert Gillis THUY H. HUYNH Florida Engineering (813) 659-3707 PE-60122 Solutions precastgator@yahoo.com (352) 588-5311 Date Date Validated Submitted 07/03l2015 06/24l2015 Date Pending FBC Approval 08/20/2015 Date Approved 08/26/2015 Status Approved Tvpe Versio Revision 2014 FL#5450-R5 Manufacturer Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Products Contact Engineer & License Validated Bv william powers Steven W. Schaub SAMUEL A. bill@ ov7ers to PE-60509 GREENBERG, P.E, bill@powerssteel.com (813) 645-0166 Validated Submitted 03/26/2015 03/23/2015 FBC Approval 03/30/2015 Approved 06/23/2015 Status Approved Code T V rsto vvi g-- Revision 2014 Manufacturer Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity or � Contact Engineer & License Validated By — w lliam powers Steven Schaub SAMUEL A. (602) 437-1160 PE-60509 GREENBERG, RE, bill@powerssteel.com (813) 645-0166 Date Date —�— Validated Submitted 03/2612015 03/23/2015 Date Pending FBC Approval 03/30/2015 Date Approved 06/22/2015 Status �— Approved ■ FL#1774-R4 Products Sea # 1 Product Model. Number or Name QualityPrecast or Commercial Concrete Products Quality Assurance Approved for Use Approved Product Description Contrract Expiration Date in HV Precast and Prestressed Concrete Lintels 05/25/2024 No for Use Outside HVHZ Yes Impact R si n N/A si Prg�sure N/A Sea # 1 Product Model. Number or Name PSbox8LT, PSbox8LT(5-5/8) Quality Assurance Product Description Contract Expiration Date Powers Steel lintels are field assembled lintels 0112712017 consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Approved for Use Approved in HVHZ No for Use Outside HVHZ Yes Impact Resistant N/A Design Pr s re N/A FL#11383-R4 Products Sea # Product Model. Number or Name 1 PowerBOX8 Lintels Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ Powers Steel Lintels are field assembled consisting 01/0112017 No of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing for Use Outside HVHZResistant Yes Impact N/A es n Pressure N/A Q ^' iW bars. ^ 1 W V O O L 1 U �J L_ CL ICU V m Q VL_ m W� Z� Z a J d SHEET NO. PA 1.3 q Lj drl u17 3C37 MJni4646,4iG�,� (3n9�'�ry 3Jasy D_ _ r