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HomeMy WebLinkAbout6527 Paden Wheel StABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Abv. Above F.PI. Fireplace A/C Air -Conditioner Ft. Foot / Feet Adj. Adjustable Ftg. Footing A.F.F. Above Finished Floor FX Fixed A.H.U. Air Handler Unit Galy. Galvanized ALT. Alternate G.C. General Contractor B.C. Base Cabinet G.F.I. Ground Fault Interrupter B.F. Bifold Door G.T. Girder Truss Bk Sh Book Shelf Hdr. Header Bm. Beam Hgt. Height BOT. Bottom HB Hose Bibb B.P. Bypass door Int. Interior Brg. Bearing K/Wall Kneewall Cir. Circle K.S. Knee Space Clg. Ceiling Laun. Laundry Col. Column Lay. Lavatory Comp. A/C Compressor L.F. Linear Ft. C.T. Ceramic Tile L.T. Laundry Tub Dryer Mas. Masonry Dec. Decorative Max Maximum Ded. Dedicated Outlet M.C. Medicine Cabinet Dbl. Double Mfgr. Manufacturer Dia. Diameter Micro. Microwave Disp. Disposal Min Minimum Dist. Distance M.L. Microlam D.S. Drawer Stack Mir. Mirror D.V. Dryer Vent Mono Monolithic D.W. Dishwasher N.T.S. Not to Scale Ea. Each Opn'g. Opening E.W. Each Way Opt. Optional Elec. Electrical Pc. Piece Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rind. Round R/SH 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 Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise 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 06/01/14 1.00 NEW BASE PLAN CREATED I - FA 2� F71 El V -IF D/<� L E] 1-11 [11 F1 F] [7 71 7L E:]E:]E:]E:l El El El E] E] I] F__�] F___] M � F-71 J LENN/�Re. MODEL F150-2600 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 1.1 INTERIOR ELEVATIONS 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 S3 DETAILS DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SHALL dbtAPL�+ ---- F-LOLRIDA BUILDING CODS:, ES OF 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. z� z� Z Q J a Z 4--J w � 0 U — OU E W E ~8 _ OEM' C t0 M 04 004 JZ C. � U 3 F_ Y N A' B D. w� n o c T,* NJ, .� Z'� ���•. ii A N V - `. Of Z_ L 0 g Z) 4•• .... d •i �- 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 Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I O zN 0 M Q M Ln a •� Q C LL oC Q.00 Q � E Z WLU Milli z 0 a Z 1 o Z a�z � a� w �p=o W N Q oa �3 0 Q `000in Q W in z ��r� Z LU 0 wyco�Z� LU Ln C) IWO O �I` O zd �a uJ H z O � U .. 0 .. Z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. ino JOB NO: 17-2862 SHEET NO. C S -lip II II II II I ca I� I T-74" U) v HW io 12'-3" w 111 ILL � O OPT. DEN W N 9'-4" FLAT CLG. CARPET 0 O J BA. 3 L4 9'-4" FLAT CLG. a j TILE FLI BEDROOM 3 9'-4" FLAT CLG. CARPET DEN OPTION SCALE: Y"=1'-0" r____-_i I j ALT j I �I AC PAD II Il JI A S3 TYP. U.N.O. TEMP. GL. ENCL. ON 42" HIGH KNWL. PROVIDE BLOCKING FOR GRAB BAR 2'4- 2'-0" AC PAD W 25 SH 25 SH EGRESS I , II I ---- \ 'EGRESS LANAI MASTER F 9'4" FLAT CLG. A.F.F. \ \\ BEDROOM \ VAULTED CLG. o iio ib �\ CARPET w 00 io \ " \ 41.811 13'-4" ` \ \ G.T. E NOTE: FINISHED WALLS 9080 SGD T(T6STLTTFf.-F ELE j VERIFY. I 2868 I H2 I N ' I v 11'-24" 1 T-2" 3'-7" 12'_0"' I ' FAMILY 1 R&S - 1 V-4" FLAT CLG. I - I WIC _ G CARPET V-4" FLAT CLG. - S3 CARPET - SIM. w/ m WALK IN I _ SIN. 2x6 #2 SHOWER o I _ SPF @ T 19 r TILE TOT c`� 2668 i 2468 _ 16" O.C. A.F.F. . BA X - 9' " FLAT CLG. 2468 - TILE _ iv R&S T-82" o � - 17l$11 F_ i7 TYB/ SHWR TILE T 7' .F.F. o � M � 14 (A)U) U*) N HB c2m 5'-74" 1 31-1 WIC U) 9'4" FLAT CLG. CARPET 2068 BF � R&S M 4 SH. 2068 -� �N W 3 BA 2 2668' I cX w " FI AT r:l T-94" N 2x6 WALL q.� DINING N 9'-4" FLAT CLG. CARPET ;t 1 12'41" 35 SH O HB `N N NOOK VAULTED CLG. CARPET N i i ---------- I i I I I 9l_3j" I fl-� II I II II II P W z b z 1 i� ' ITCHE 4 II I I I AULTED CLG. Ll I CARPET 3'-98„ I i -- I I 1 I 2468 miF�EF. ,J - 5 SH. Ift-i LIVING 9'-4" FLAT CLG. CARPET iC N 14'-64" N TILE -2668 II �, iv Lu BEDROOM2 Cn 0,I�,I 2668 II i co 14'-11" W 9'-4" FLAT CLG. 2x6 WALL - - - - - CARPET - - DRYER VENT - - - - + I THRU ROOF. I I 8 BEDROOM 4 - `? 2468 BF I ;n 25' MAX. I I N - I I 24681, OPT. DEN WIC I LAU I I 9'-4" FLAT CLG. 9'-4" FLAT CLG. " FLAT CLG. CARPET 12'-811 I CA 5P7T I 7'-0E 2680 2'- 12'-3" W 6l_111 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC K ),TYP. @ 8 X 7 OVERHEAD DOOR O R&S � �LAHQ 2868 c m ,- 9'4" FLAT CLG. � G c m HANSON EDGE OF SLAB 2" BOX @ 36" CARPET 05'-7Z" 3'-E BEYOND WALL A.F.F. 6„ 6" M T _ _ r 544-nT _ �'-I 68 [� TTIC I ACCESS ' ------ FOYER M0 L_ _ � _ > 11'-4" FLAT CLG. Fv 12'-54" 3' I-o TILE �'' W I c CC J c S3 '�IF �"2868BA 3 XSIM w/ SPF STUDS @ 3068 W/ 36"x26" iiGARAGE 12" O.C. w/ USP SPT4 TRANSOM ABV. 9' 4" FLA CLG. TIL �- F, STRAPS T&B 9'-4" FLAT CLG. A.F.F. 'a o NOTE: 21568 N FINISHED WALLS TO BE G SIM w/ SPF STUDS @ G.T. - - - - - FLUSH. FIELD VERIFY. - - - S3 12" O.C. w/ USP SPT4 �------------ -------- ----------- -� - C . STRAPS T&B I I I I co 1 ENTRY I m SEE ELEV. I 2'-8'_' 2'-8" U) m �N I I it coa G.T. (ELEV. B) I I - K TYP.@ BEDROOM 3 I S4 GARAGE I - 9'4' FLAT CLG. o CARPET v -EGRESS 1W 16 X 7 OVERHEAD DOOR O T-0" 16'-0" nAl All A S3 5� TYP. U.N.O. O `� A W N CV REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 DE +23.0 / -25.2 OF +23.0 / -28.9 © SEE SN SHEET HO SEE SN SHEET 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20 X 381 18 j X 37 4 S.H. 14 20X508 1812X50 S.H. 15 20X63 181X62 S.H. 16 20 X 72 18 2 X 71 S.H. 12$2 27 1/4 X 26 26 X 25 S.H. j 33 27 1/4 X 38 N/A S.H. 134 27 4 X 50 8 N/A S.H. 33 NIA 26 x 37 S.H. 134 N/A 26 x 50 S.H. 35 27 4 X 63 26 X 62 1/2 S.H. 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 y X 26 36 1 X 25 1/2 S.H. 23 37 4 X 38 36 j X 37 3/4 S.H. 24 37 4 X 50 8 36 # X 50 S.H. 25 37 n X 63 36 1 X 62 1/2 S.H. 26 37 4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 1 X 25 S.H. 33 54 X 38 52 1 X 37 S.H. 34 54 X 50 8 52 2 X 50 S. H. 35 54 X 63 52 � X 62 S.H. 36 54 X 72 52 2'X 71 # S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. --T (2) 25 SH 10'-8" O 4'-8" 64" 15'-4" FLOOR PLAN SCALE: Y4"=V-0" General notes R302.5 Dwelling/Garage Opening/Pene"llon 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-closinc 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. 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. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. 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 LIVING 2599 S.F. GARAGE 589 S.F. LANAI 144 S.F. ENTRY 36 S.F. TOTAL SQ. FT. 3368 S.F. 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. * * * * * * * W) 0 $ z z Q J i2 U, Z N 4-i w U - IOUJI c Yoh M /v1 U V w E m inL? i?' _ $ W■ � U_ gg U Q �d A' B D. t11ir J U. `cc) �15 ~FL W ''a�!1t+cir! LJ ❑ 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 N 0Ln n (nMC0 z [Y'f Q 'p Ln a tn•��' 0 Q Ln L_ U_ CL r� a E00 z J W � CrLLJ ceZ z W �Wy W�-(n N Q � �• a t7z 141 3z® O WEB 3 Ln (114 r4 �1 a CDO ,jY�,�, CZ W 0 o V id -o Z LU o z WW Za�o V6 - J N < $Z o a g lagn p O NN � L.t� �$zd zy U. 0 Z LU 0 Z O LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. imo JOB NO: 17-2862 SHEET NO. Y Y Cal 0 _ ^ b) ^ O M ED EE OPENING AT FOYER OPENING AT FOYER OPENING AT FOYER OPENING AT FOYER OPENING AT DINING RM. OPENING AT MASTER BEDROOM OPENING AT DINING RM. OPENING AT FOYER (VALUE ELEVATION) TOWARDS KITCHEN TOWARDS BATH 3 TOWARDS BATH 3 TOWARDS BEDROOM 2 TOWARDS FOYER TOWARDS LAUNDRY RM. (VALUE ELEVATION) - _ T_-- MIRROR IRROR - .. MIRROR } N fV TOWEL BA . I _ Q in o LIU BATHROOM 2 BATHROOM 3 MASTER BATHROOM 0 Vo v- Z cn Z Z Q J Z 0 vV (^' '! �tW__l C T W 0 0 O Ln � to o F ) m lh ds N M W EF C 0 'ClO .� A ND ' N C a D C +rrr �i 10Z QL ..... z F LESS W � rrft!lttl �� II b � ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z N O t� t) M O M M LA^ T 1 [j[j�vAWL�^�/\/\ v z �a tj M Q 000 z E z WJ CD w z P Q0 zCL `" w jail 10 LA IN Ln n a F-Z 0 -v `� � zS Z W O J� LU co�z LIJ N W } � � 0 �s 1! TZ U. Z O W J Z H J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. ISO JOB NO: 17-2862 SHEET NO. 1.1 14' RIDGE VENT 12 1 _ > �- 7 J� I� �I�1. 12 7- .1. > T ,T I .-. [ a 5.0 l T= I I: ) T [ 1 ! C _ l4 OF GE VENT[ 1 I I L"JIT C J. 1, J T J T_ J_ l- Imo- -L__ �_. .11 �IT�- T TT_ _ _ I. T i !�-! J I .�[� .� 1_ I�� �! J I� l TI A T Y� T t � � _TL T T a _J � -� - - ' •- F -T J� I 7 T T - �. T T= t ,1 -1. _� � 1_ �. 1:--.T•_I�_ i . _[_._-- - - - - T r r T � - f T ,T i � Tl T 1_ s_ I- i I�I JTT` _ I r T T.— I r - T T - CONCRETE TILE _ L LE OR I- -T Z� l i_ 1 T T_� T FIBERGLASS SHIN PER 1 _ J�; T T ._-L - T_ COMMUNITY SPEC (SEE .T T — T ,-.TI �— Tom. [ - _ _. _ — T�J STRUCT. T 1 7 L- -� --------- - -- - --- - -- - -._ _1_ �_ _1_ - 1 =--I- =�_ - -1= - L-4--1.-—4--1--_�._-i=�___ C_..� 1- T�.`TT _AT.� ._r_l-, l T � 1_ -L �`l� T� � I I� 1 I 1 I J -T � T 1 I J. T"� � 1 � I L I J. T � T _L _ � � � -[ L. - T,__ _.T �- -1 7 -" T �T �- _ - • T _�_ 1 - l 1 hT_.TT J I 1 J[�, ,T :..,__ TT- 1 J T.O.M. T_ _.1,- -I - - 1- rTTT�_z - 7 -J- 1- -T_I, 1.--1 J l- -1_ T� -�__1 -J . J. i -l. -L .. T I_ T_,__ _ . �. _ 1. _ _I-_ . _ Imo- , -[ C "l__ _T I i_. J HDR. ------------------------------------------------------------------- --- ------ a b� 4 00 TEXTURED FINISH F.FL. _--------�-- 23 SH 1A3 SH 25 SH LEFT ELEVATION 14' RIDGE VENT SCALE: 1/4" = V-0" 12 J _T 5.0 T I 1TT ---1 T4' OFF -RIDGE VENT' T1T 7_ J- ��1 A �� 1_ ` 7- 1 T T _ 1 J I F- Jul T j `�`-I ��T TAT �� i r�� l 1 ? J_ J l C � - L -1 �T T -� [_ T T LEI T J __. J _ 1 TAT �T T T T -1- ,l L L _�-- I. T J l T J � T T l �� - I � _ �_ . >- 1 � �-,-�-T-���� �( _ J.- -T T_ - - -- 1, _l_ __l I ._1. - T J_. ! �.._ i ( . [._ FIBERGLASS SHINGLE OR JJT -I- l:: l T T T �-1 I J J 1 T T _T CONCRETE TILE PER > J-. I I" I. T=] J._ I 1 l_ -L J_ J_ I 1 1 l L I I [ COMMUNITY SPEC (SEE T�7 I-- , J- _ 1, l '_ J. I T T �- T T _L � [ _ 1- -7 T _ STRUCT.) I [. T T T J- _[ I ,�--7 I J i .I I I TT ,._ �. _� �- -� i= T ) CI 1 L 1 >- T 1--I-- Ii—� T J I l,_ [ I T T - - >� 1 T.O.M. ITS - r -� J 1 J —i, L�-- J I -�", - ,_ ��I - C� .7_ -,_ �.1 T r�� J�. [- =J �T, � , .. !- T 12 15.0 [ ,[. T_ _T TEXTURED FINISH _ _LJ- �l-T -� I I � T-7 -.I_r�_ -__------------------------------------------------------------------------------------------------------------------------------------- 25 SH (2)25 SH 25 SH RIGHT ELEVATION SCALE: 1/4" = V-0" 35 SH 9080 SGD 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = V-0" ALL TRIM LINES ARE SCORED v — r V V LI \I I__V —WWI T.O.M. HDR. T.O.M F FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) I v ^ / VY Ld AlVVVrI FRONT ELEVATION - B 12 15.0 wvv W/36" X 26" TRANS. ABV. 1c fcu on 002 Z Z z Q J a Z U) 0 w Ow U �M aim O N r� U Q� a0 �o A1 N l' tl•D /r _tIp's, N LLz �...��, W FESS���� illllll1111 p To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z N O (U N r>i�MO M Q M LA a •� d' ¢Q�"' a .-. Q31 CL 00 00 z � 9W J z W P Q 8 ~ S Z (�.2 � rYJ W C W Zz 3� v -1 h N WrIq v! i Z O O1100g o * �-� Q �LU �- Z O .. IL > .. > I— g J W z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: M]AMES VERSION NO. iso JOB NO: 17-2862 SHEET NO. 2 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 MAIN 0 200 amp 150 amp NEMA1 200 AMP copper to IIgMe a outlets copper to 20 amp ckts •2 copper to WH AC PAD .3 copper to Dryer or 4/0 SER Alu � POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 04 GROUNDING 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) 111 3" VTR kitchen 44" AFF 1 bathroom 39" AFF 111 3" VTR laundry room 36" AFF I j exterior waterproof 12" AFF I 1.5" VTRIII J_T garage general purpose 42" AFF I I 1 range 2" AFF Ir I 1 I 2. All trim plates & devices to be ganged, where possible. I I I 3. Electrical switches to be at 42" centerline above finished floor. I I I I SHW 4. Electrical plan is intended for bid purposes only. All work shall be done In strict accordance with the �/O I 3" TU national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the 1 I I - i31' WC installation & sizing of all electrical, wiring & accessories. I 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 1 I 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination_typ-e- installed to provide protection of the I I SIN I - 3" 2' branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 1 3" 2" 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 HANSON 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed In all dwelling BOX units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate TUB WC 301 _ 3'' 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. 3" _ 9. R315.12 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. PLUMBING RISER 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 NOTE: PLUMBING RISER IS SCHEMATIC TO either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning BE VERIFIED WITH PLUMBER 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. ELECTRICAL KEY IGF I DUPLEX CONVENIENCE OUTLET KITCHEN I' I DUPLEX OUTLET ABOVE COUNTER jGFI FqT W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET I I� oLL J HALF -SWITCHED DUPLEX OUTLET I I _ II X 11 h SPECIAL PURPOSE OUTLET I I N DUPLEX OUTLET IN FLOOR I I IGFI 220 VOLT OUTLET U 1 WALL SWITCH 1 — / IGFI _$3 THREE-WAY SWITCH 2 X 4 FL. ' 1 I FOUR-WAY SWITCH -$R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE _ GFI GFI WALL MOUNTED LIGHT FIXTURE _III 3" VTR I� I t 3" --/ - SCALE: NTS O RECESSED LIGHT FIXTURE P.C. SPEC 3& 4 KITCHEN - TRACK LIGHT FIXTURE WITH PULL CHAIN ._ LIGHT SCALE: 314"=1'-0" FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION T I ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) / -0 PT. D E N IE PUSHBUTTON SWITCH (OPTIONAL) �T SD SMOKE DETECTOR \�� / <�/ \v7 / ROUGH -IN CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) S FOR OPT. FAN/LIGHT TELEPHONE (OPTIONAL) / © TELEVISION (OPTIONAL) I' �I2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. - II \ O THERMOSTAT II ELECTRIC METER i ELECTRIC PANEL BA. . 3 /`1 I DISCONNECT SWITCH I (� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN 1 I J DEN OPTION CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN _----- _-. (1) PHONE LINE, (1) DATA PORT SCALE: %4"=V-0" J TUB WC GFI DISC.L0 7' 7( MASTER _ _ _ \ LANAI BEDROOM / / \�\ I INSTALL LIGHT NOOK 19 =_ �\ ROUGH -IN I ( I FOR OPT. I ALT I - \\QOUGH-IN lam/ \�7 FAN/LIGHT r�P I AC PAD I AS F6 OPT. WP PECS ___FA�fLIGHT GFI \ — — — — — \ / / I � I I I \ I 4GFSD 16r 2\ 4, 3rr i I / / DEDICA ,ED R EPTACLE OR MICRO AVE RANGE HOOD]PER I I - = F M I LY / / SPECS GFI I fl -� ;GFI - rlA/I SWITCF FOR WIC = \ - — / DISPOSAL IN E1 / BACKSRLASH OF BAR4 = \ l II N I — \ �� �, a I IGFI / I GFI ROUGH -IN 1/ U C FI 1 FOR OPT. I I FAN/LIGHT GFI / jGFI 4 I RECEPT. -- KIT, HEN FOR ALA _ ^ 1 � I �i I . BATH SYSTEM RM FI _ -�---------/ __ _______ I GFI Q GFI WIC---------- db r -� / DINING~— FI PENDANT L I VING D AS PER W P SPECS f BA 2 ICY II \ I II BEDROOM S.D o - r LAU / I LIGHT I I < AS PER ; ; BF,iROOM 4 - ROUGH -INS / I SPECS 1 1 /O PT. D E N FOR OPT. L FAN/LIGHT I \\ / 1 AHU 1 I ROUGH -IN GFIS.D \ ' FOR OPT. @ 44" / / IGFI QD @ 44„ 1 ` ' FAN/LIGHT W.H. A.F.F. CH LL / A.F.F. I J Z /---- r--=-I \Qq w z O Z Q-------- II U o FOYER J U GARAGE I I I I \ o > co} X LIGHT AS� U PER SP�CS Lu GARAGE w > w / LIGHT AS PER SPECS - GARAGE GARAGE / = BA 3 DOOR GFI GARAGE - 1----------------- DOOR I GFI DB & GFI TO S.D I \ -------------%------ I I ¢E ALIGNED �B 4 I I ERTICALLY ENTRY ' �A: IRRIGATION I j o - ENTRY - i jT� GFI I _ _ LIGHT As I \ PER SPECS ROUGH -IN - A.F.F. FOR OPT. I I _ FAN/LIGHT "B I I BEDROOM 3 COACH LIGHTS OR PREWIRE AS PER SPECS i � � r 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. HB ELECTRICAL PLAN � V Z Z Q J (D CL 0 4--J cn •� r U — O E (V) -`+ U O m04 04 W p H H 01 C9 LL CO C q� vv C n o A ' BD* N•(' B U C �. r Clf Z �p N O z OC a y LL N Wig' " CL Zoe a1 N Z5 m m 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. i O Z N 0.N� C M Q L a .. o� r� Cl 00 a E� W Z �� d' 0 W 2 80 oo ~Z C �F� z® �2 9 �j Ln r-4 in W-4 ea'a\ CL Jogg .0 DC z Z W O � J Offn H LL. U ? Z 0 0 zs J a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH! M]AMES VERSION NO. 110 JOB NO: 17-2862 SHEET NO. 3 VENTED SOFFIT 48 SQ. FT. ........ ................................................................... •..... •...........:.:.... :•....... •. o o . ....:: •.:: ............. . .:. :.oj Vo 7. .i ZONE-3 :i:. �::• �••l ATTIC SPACE o �• :i 3366 SQ. FT. .o i �::� oo -A :.:ivxx Cn '1 o :. VEX o w :i �:•: ol W .i o o ::,i :;:� :::j ...� VEX* F:•. �.. �: .. .. vx- vx v-000 •• . o. F:•: :;:i .i :.i :i:':: :-o lo-oof ..� Lj_ F::: r- �': �.:: ��.. �.00 :.i 7.7 ::: ' •::.o. w.. :, '::: �. :. :•i VEX.-•: ... ... ......,...r...............,......................................................................... • ...................r..............................................................� ......................................................... ' •:..............................o . .................... �:: VENTED SOFFIT 36 SQ. FT. v tl VENTED SOFFIT 20 SQ. FT. A LL UL Cn w ZUj ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 (No Upper Ventilators Rule 1/300 Rule NdgeVeritAmt Off -Ridge Aint. Req.) (Must Provide Upper Ventilators) (Ft) Total Verldmof — __-- ATTIC Prorkied by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper Vedal's SO. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation VenflMon needed required needed ventilators Main 14.0 5.0 Floor 3366 3231 462 1616 115 808 __ 900.0 ___ 210.0 (Zone 3) 690.0 0.0_ 0.0 0 0 0 0 0 0 0.0 - 0.0 -- 0.0 -- — - - -- - -0.0 0.0 0 0 0 0 0 0 0.0 0.0 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 ROOF PLAN-B SCALE: %4"=1'-0" CD r- z z Q J z V)(D Q� w o ow Cl) U 0tN+aCO) w ~ p 'Oaj U I �Npp Y! o Q o A ,a we NC a�UC T C C co UA A W W 4' N../,�' ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z N o4)N M C M Q�MLn a � U_ a� inC rn CL 00 a E z�� W J d' WC U H � C O C00 Mzl� F- �W 0 ppJ 40N 3� z® rl Ln N In eo"N CL 9 9 Z V..� W ow ►?W ' J N z �� hzi o -5 10:g o � LL 0 01W z .. LL .. 0 j z F— 0 Z a J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-2862 SHEET NO. 4 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w CONTROL JOINT DETAIL SCALE: 11/2'=1'-0' 50 =•�- •r y; . • #5 CONT REINF. • " .. ' •,, SEE FND. FOR ' : •' '• QUANTITY #5X25"X25" �' ".-'.; .=. _• ".- CORNER BAR ONE _.. • . • FOR EA. HORIZ. ' ,• ; :.•.; :.• . • :• •- • •r '. REBAR, TYP. .':'::.'..:... •.:.• • • U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2'=1'-0' TYP. a U.N.O. ;- NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN Z ll Q J i--i w �U — w 0 c or� ZD � TS ,V U v1 M O m mM w F.—OoN ONS I Q 0 0 A1 t+.C.a�u.c MIR :Un � �L - 4- w 0. CC To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 Q 0 Z N On � M O M j t0 In � O Ln CL rJ a 00 a �� Z W J f 0 Wg� �$ o� a i r� .,Z w z® O n In N U) 0'\ Q o a z o Q- o�� z nor z ° O iz o� R LL z ZLU > 0 .. O Z J a L.L SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-2862 SHEET NO. 5 TYP. AT ENTRY HIP CORNERS 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% 8-10 H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. 128)10dxl-1/2 K HD3B " 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7W ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 10 /915 "" 8 - 10d x 3" JUS26 1115/1060"" — 8 -10d P Ht JR96 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 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W HTS 20 1450 1 45 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 1 -10d SPT22 685 8 -10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 55 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 TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 (8) 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 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-O" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN B SCALE: Y4"=1'-0" 120MPH ENCLOSED (A) OR 2 PLY :ARRIER L R�ER N N K x CONT LEDGER t �A) SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (Dina Z 13 Z Z Q J U, Z N G Q) V-) w 0 "U — O w V) C � I- ZD ~ � U' w mn M � WW ~ �p XU-N V U �2_ o Q o AI B D. ".c a n.a � {1 IFd1 1z " J�J•� •• i rL N •� W �` �0 l.L Z �F UL z •.. W �f.F S J .. N �011111I ..] `\V To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Bullding 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 � N tn M O 04 M In a F-.-. Z Q E 00 zf0 WJ %0 tYil z H ZLZU yrGp, to O him mI 1 ` NLn � '-' C1. Zz J �3 o a 00 O N -n (aW z LUOZ O C��z G0O W=s N RIM O �0S o ,tD v LL ia ���W z OU. .. LL .. O � z E— z O :5 SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: EMND VERSION NO. iso JOB NO: 17-2862 SHEET NO. 6 ter,, L z O • ''i GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS .'. •. .'. APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL • • • • O O O I O I 8F8-1B/1T 8F8-0B/1T I Z i O ® TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP Z 1 MIN. (1) REQ'D ' F = FILLED WITH MIN. (1) REQO Q 1-1/2" CLEAR — Q • • • • GROUT / U =UNFILLED a I 8RF14-16/1T 8RF14-0B/1T R = RECESSED a CLEAR I • •l • • ' © O QTY. OF #5 1 j REBAR @ BOTTOM 1 � % � � %��•� ; �', ' � �•, ' OF LINTEL CAVITY � a ° .M.u. •1. •:' I;%: Q= A Lu ,• ', °e a C.M.U. ')dx8F16B/1Tr CF OF e NQ�u� o Lh _ ' i Q, GROUT O z 1 Q " G- L� I V '. tNOMINAL t to N � QUANTITY OF ° 5 REBAR AT 0 W in \ LU • • • • • • • • WIDTH #5 REBAR AT ° O BOTTOM OF o w D 5 REBAR AT BOTTOM -------------------------------- TOP o LINTEL CAVITY 8F20-OB/1T 8F20-1B/1T 8F16-0B/1T 8F16-1B/1T NOMINA QTTQM ao �o �, 4o AS INDICATED � � m Qo04 ® @ O O HEIGHT REINFORCING rn LL ~ — TS ,N U �� PROVIDED IN 'ACTUAL � 15 GAUGE POWERS LU o S 2 8" NOMINAL WIDTH LINTEL Cl •, •' (VARIES) • , �.• , ., , STEEL BOXED LINTEL O — @ _ pppp •;% • �A, MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) _ U 1. fc precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN CL � g • • ' ' ' ' ' ' 2. fc prestressed lintels = 6000 psi. 8RF6-OB/1 T '' 3. grouted per ASTM C476 fg = 3000 psi w! 1. Refer to manufacturer's specifications for installation. • ; . 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. OL 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. s p • ::'. .''• : minimum net area compressive strength =1900 psi. 3. if lintel is scratched or damaged refer to Powers Steel for repair. A 1 % , ; ; . , ; ; % , ; 6. Reber per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. D• U 7. 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to _ ' ` • 7/32 wire per ASTM A510. 0 , ; • • ; • applying the cementitiuos coating. See contractor specifications \ �`f 8. Mortar per ASTM C270 type M or S. .`\• 8F20-1B-2T • •.•. • �•' �•�`• ;; * ;; , ; • • • • GENERAL INSTALLATION NOTES 0. O 8RF22-1B/1T 8F24-0B/1T 8F24-16/1T 1• Provide full mortar head and bed joints. 0 nN� 2 a 2. Shore filled lintels as required. Z __j r 3• Installation of lintel must comply with the architectural and/or structural drawings. GJ u1 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. W fa ,U IT: Z % �', ; ; • '. i ' : 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and Q = t rl • •;', ; • longer with a nominal height of 8" meet or exceed Ul80. 3i • ,. •' . , 6, Bottom field added rebar to be located at the bottom of the lintel cavity. LL • ' , • ; • �', , ; • •• �'. , • , 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z ^ �,� �1 A-'.'. g. Cast -In -place concrete may be provided in composite lintel in lieu of concrete Z • masonry units. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 // r +uCllr[tl 9 if,dtii L] [7 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. F -A A' ' • The exterior surface of lintels installed in exterior concrete masonry walls shall have O - • ` ' ' . ' ' . • ' , • , ' - ' .'• =; ' ` ' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and coating. belief, the structural plans and specifications contained 12. All lintel dimensions Shown are "overall" lintel lengths. within these drawings comply with the Florida Building ':', ; : • ; ', ; '; ';', ' LINTEL PLAN NOTES: Code Sth Edition (2014) Residential. Engineer's signature 13. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loadingwith the following equation: and seal is only for the structural engineering portions 1. 9 eQ the drawing pages bearing Engineer's signature and seal. Applied vertical load Applied horizontal load 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Safe vertical load +Safe horizontal load ,� 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE A., U", I•;�•.: ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • • " I Aj • • • • • • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 8F44 1B/1T 8F40 OB/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH C:) O (a© ® O ® O OS THE ELEVATION DRAWINGS 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER N LINTEL HEIGHT. M o 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED OF Q Ln O FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED ON FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Q U_ 00 E POWER STEEL LINTEL IS AN ADEQUATE w o F SUBSTITUTION @ ALL LOCATIONS UNLESS W J O � NOTED OTHERWISE AT OPENING LOCATION 0 O Z�Z Z a ZZ 0&U Z 04 CD Za -- O o IN. M n 5 Ln D1 N n Ln Q * �3 0 Lung zo Q J N z$� cn � W LL ,Q O a�a / � Z Q C Va., � �� LU Z .. .. i- > �- Z Z Z g J E71 1 1 1 1 1 1 1 1 1 SCALE : AS NOTED MIN. PLOT DATE : 12/7/2012 O MIN. O TECH: ERAND LINTELPLAN VERSION NO. 11 110 SCALE: Ya'"=1 -0 JOB NO: 17-2862 SHEET NO. L 1 NOTE: BORATE 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 31 ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-C, ACQ-D, CBA A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5 GLAZING IN DOORS ENCLOSURES FOR HOT TUBS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS AND SHOWERS. 0 AND URES 0 0 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 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0,836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 34NCH(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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A ORIZ (38 L LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61 TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-078, 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 51TMS 402-11 & ACI 530.1-11, ASCE 617MS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07s, 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 DRAWIN REACTIONS AND BEARING POINTS BRACING REQUIREMENTS, AND CONNECTIONS TO QU SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 1.1. 2. 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: 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: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3,2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / Al85M-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-1-P CONCRETE NOT EXPOSED: 1 )z" GROUT FILLED MASONRY: 34" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Kai 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 TYPES" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1. 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 APPLICATION A SUB FLOORING AN S SUCH S D 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 D RUSSE 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 ANSVTPI 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 A36136M 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'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE 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 ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Borecore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatmentProvider and need for re -Inspection ancrtreatment 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. InigetioNspprinklersystems inqudinggall risers nd spray heatls shall not be Installed Mttltin 1'-0" o� the building side wall. 4. FRC R318.7- Top ovide for inspection for termite infestation, between final be less than 6 Inches. wall covering and earth grade shall not Exception: Paint or decorative cementidous finish less then 5/8" thick adhered directly to the foundation wall. 5. FRC R3181.1- Initial treatment shall be done after all excavation and backfi I 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 diluti n. If r#inf II occurs before vapor retarder placement, ?s r'etreatment require 9. FRC R318.1.5�rn rete ova ur ind mortar along the foundation perimeter must be remo ore extel�orr sor 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 vel�'cal chemical barrier must be installed eler construction is complete, ncluding landscaping anG Irrigation. Any soli sturbed 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, fors, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE W GS E 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 THESIGNED SE S G ED 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. U � Z Z Q J a. Z .}-J w •U - �O o 1M m o Cn ,_ E W Lam O C G Q 4m �i o A' B D.� NCBbC / 0 N ti a� W ro 'd. J t © a1 -� Z.N.1h • '�'';/►rrtlll ��� � To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 0 N .Qj � M O z M 0 V) f13 In a) O LLn a L LL a ,M Ce (�7 Q r_4 Q G)0 M WW Z O J O nj z CO s( U a C) O ? ® g O rl N CN L1i rl _ H S z OQOzd � gips NZ Uj (= f O � LU In. Z O L LU .. .. Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 120 JOB NO: 17-2862 SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 01 w 15/32" CDX 00 PLYWOOD 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. t+ + t t t ++ t + L + + + + +++ +++ + + + + + + + + + + Z�+ 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 _ P 1-1/8" or two 1/2" 6000s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gaP r 1� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls wall or beam below." require additional consideration. Check local building code for appropriate 10'-0" details in One 10d box TANK -LESS W/H areas=20 of high or-20 sinker lateral load. nail each side at bearing. 5'-0" STUB -OUT FOR ' GAS METER O — N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. 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'-l" (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls ) FILL CELL STD. 900 HOOK BOND BEAM w > STD. 90* CONT. #5 CONT. #5 BAR HOOK _-v __ - BAR #5 CONT. .. .... FROM FOUNDATION TO HIGHEST BOND BEAM 1= BOND BEAM STEP SCALE: N,T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO J._I CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D ; .. �-PLYWOOD FLOOR �. _ SHEATHING PER PLAN COLUMN AND l- CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 1 " MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID ': BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. )Small 2 min. 2" max. gap 4 max. Web Stiffener Fastener Schedule 1 Joist Be_arin Location V Series Depth End Intermediate 9-1/2" 2-8d 2-8d BCI5000se 11-7/8" 2-8d 3-8d Clinch nails -\ ® 9-142" 2-8d ___2-8d__ when BCI 6000s 11-7/8" -2-8d 3-8d possible \\ BCI 6500$0 10 2-8d 5-8d 16" �- 16" 2-8d_ 6-8d 11-7/8" 2-8d 3-8d _ BCI 1.4" 2-8d 5-8d Tight fit - _' A 16" 2-8d 6-8d -7/ " � 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2"min. gCl 90s® 14" ! 5-16d 5-16d required when indicated or 4" max. 1_ 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist, - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below." Provide adequate bearing Use 10dx3"nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls Squash block) 10dnails SECTION @INT. BRIG. WALL re quire additional consideration.- 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam 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 I 16„' A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" DO NOT CUT HOLES LARGER THAN 1V ROUND IN CANTILEVERS. 8 1'-0, V-1" 11 2' 1' 2" 1'-3 1'-3•' 1'-T' 1'-11" 2'-4"' 2-J' 3' 2" 3-T' -.------- _____.---_____._ Arty 16' joist 12 1'-0" 1'-1'" 1' 7 1-2" 1-3' 1'-19' 2"-,4' 2-11 " 3' T' 4' 2' 4' 9„ 64' - �.__Sl � _-- 16 1'-0" V-11" 1' 2'. 1-Z' 1' T" 2'•6" 3'-2" 3'-10" 4'-9- 5' T' 6-4" T 2- 20 1'-0r' 1-1" 1'2' 1-2" 2'-0r" 3'-Q"' 4-a' 4'-10" 5-11" 6'-11" 7'-111' 8'-111, 24 T4Y' 1'-1"' 1'2' 1'-3" 2-6. 3'T' 4'-9r' 5-10" T 2' 8' 4" 9-6" 10'2' 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. 7.1Y2" 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 1y" 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. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install fight to top flange. Joist hanger k. N21 with y10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 _ -1 requirements 0.6 X Joist a depth - I I -JOISTS BUCKETS N.T.S. USP- MUGT15 TYP. 5/8"0 THRU BOLT MUGT15 TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION - NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Hgo SLEEVE THRU STEM) SEE PLAN FOR .. a . • '.; . •, • FOUNDATION INFO ` ' 4' STEM FOUNDATION GRADE r—REINF. SEE PLAN iI.=IL=11'I1. ilrll�„� I� a A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND" PENETRATIONS SCALE: N.T.S. GRADE HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION =11= 11'�l11 11.�11 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE rl �-'f l 1 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE//_ — PENETRATION PLUMBING LINE Q A ..G —------------- - `—ae----e ----------------------- g e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 7 V .4 - ' — -= — °\ . a — —.— — —_ a f as z \ 4 /'1 \. a e a a / \ e ° / SEE FND. PLN. SIZE & REINF. (DU1 Z Z Z Q I� Z W LU 0 0 w 0 L) Of E U m r• �14 E as _ $ @ 8 s12 U � I L N g Q& A, B D• "°°°° If ;,�\'N ?a•' • ty �` �� �•Z Q G 1 U a X2 r n, WL W 4, N i+r /ir:fi)il' 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 n 0 i .4 CD � M O z M Q -v *0 d" In a .-. 0 CL 00 Q ago Z� ra W J J f 0 00 orz<0 aw ui NMI. C) zI. ip ri N CN Ln ,--I Q a °3 �° Z z O GJ Z L1.1 ((^^ W� 56 M�5 '0 Y � o ozzd' LU ;R Z .. O .. t� J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 150 JOB NO: 17-2862 SHEET NO. SN 1 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 2-16d TOE NAILS @ EACH END "X" GARAGE W/A HABITABLE ROOM (U.N.O.) (OR V GYP. TYPE @ ABOVE) EE 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 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16"NOMINAL BLOCK WITH TOP PLAT 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. U.N.O. (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". - --------- .-- _--._--- -- SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z ____-__.._____.___ __ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ EDGES, AND @ 1BOUND2' OIEC.�@ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE II (#30) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE c - - - -"-- - - - - ---- SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR "e "" " " SP SPT22 CONNECTOR 5/8 x 10 J BOLT @ 24 O.C. W/ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 *- 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT:1/2 x12 TITEN HD ( " " @ 24" PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH co -_:_ ---- t7 " ELEV. 0-0OL ALT: 1/2"x12"TITEN HD 24" ( @ O.C. OR 5/ "x10' WEDGE ANCHORO.C. 2X P.T. BOTTOM PLATE OR x 10 WEDGE 2x P.T. BOTTOM PLATE ANCHOR (2) LAYERS TYPE I OR TYPE II ° A.F.F. @ 24" O.C) 2" x @ 2 " O.C.) 2" (#15 OR #30) UNDERLAYMENT ° WW F OR FIBERMESH WWFR FIBERMESH FOR ROOF PITCH 4:12OR a r > ' - 4 p .. ° ° a °. °' a ° . °; ° ° ELEV.�� z �31/2" MIN. �31/2" MIN. FOR UNDERLAYMENT LESS. - e Tr ° a ° ° ° , 4 . °a ° ° ° °. ° ° -0-31/2 p A.F.F. S a ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° a ° . ° , tl 2x4 CONT. ° U. e . 1/2"(min.)-4" IL ° ' 1/2"(min.)-4" TRUSS @ 24" O.C. U.N.O. _ ° ° a ° ° 44 a .. . o N p 71 ° (311/2k ,"min. ° • �' _ 00 r,r ► ° _ ° 12 ANCHOR @EACH( '- A. I I" ° ° a ° a GARAGE DEPTH VARIES -4" - 31/2" (min. - 4 " .HURRICANE VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8 METAL PL. UNDER EA. TRUSS °... p ° ° 4. . ' MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 11114" 8" _- (2) #5 CONT. » " » 4 8 INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" 53 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1l2"HIGH ALUMINUM DRIP N��s c� STRENGTH CEILING EDGE -01 BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �� GYP. TYPE @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M��Ms (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 / FOR WALL HGT. s V-6". 2 INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: 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 PLAN SEE CC/S3 OR c�.t LAYERS W/ TOTAL THICKNESS 7/8" OVER / GY I . (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 F100K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO LIFT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE DMENT SHEAR TYPE "S" MORTAR E WALL SEE GGIS3) 3) (6)1/4"x3 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 500# MIN. NM 600# c SPACE ANCHOR � ) *USP SPT22 TYP. V SPACED EVENLY 6 x 6 W1A x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 <E 2x P.T. PLATE �. EEP SCREED INSTALLED BAR a END OF 2" x PLATE WWF OR FIBERMESH `V • '- ARCHITECTURAL ASSUMED FINISHED c E PER MANUF. G #3 OR #4 REINFORCING BAR > ° 1x2 PT WD FURRING @ 24" O.C. FINISH ' t41 GRADE c ° ' ° ' e z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° . o• 4 z (1) #5 VERT. IN FILL MONO OR STEMWALL M e a a FINISH GRADE o0 M 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksij [ ] p . 1/2" GYPSUM WALLBOARD CELLS (SEE ° ° FOOTING MONO SHOWN D g » w e U.N.O. FOUNDATION PLAN FOR CLARITY o D D °p 6 MIL VAPOR BARRIER p e• °' R 1 7/8" I=III=III=III-III=1 _ _ _ _ I =i FOR LOCATIONS) o ° o a #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER " " p ' ° I I i—III—III—III-1 I-111- z ' ' #5 LAP SPLICE (2) #5 CONT; - 4 x4 INSPECTION ° NOTE: I=III—III—I =III-III=I ON 3" CHAIRS 3 1/4"BASEBOARD PORT AT EACH g FOR BEARING WALL III—III—III=1 I—III=III= N I=1 =1 I =1 I •' COMP. SOIL. (COMPACTED TO > 36"MIN. LAP [36' MIN. LAP] (TYP-) 8 1-4 8 " FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ = =1 _ - -- -_ - 95% MODIFIED PROCTOR ASTM io " _ _ _ _ _ --- I I I- I 1==1 1�1_I_I= '' MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER �' _ III= I=�=I �I I=III= I I=III=1 I =I =I =III�=III=I =1 I,',I li 11III II =1 I1=1 1=1 1=1 1==I D1557) 4" 1'-a" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR �I �I IIII=1 =III=I -III=III-I I =i I ==III-1 #6LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" a DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: "_ � " 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ � " SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E �• t ° °' `v I II °O 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 zQ 'Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE OOF LAN S.G.D. (U.N.O.) WWF OR FIBERMESH .e 6 MIL VAPOR ► ► z r- min. 4 » 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A M I BARRIER p , p 1 , a GRADE AT 24 O.C. MAX. CONNECTION INFO e • COMP. SOIL. ° °0 * - TOP OF BEAM & LAYOUT DESIGN v •a ( COMPACTED TO 95% _ _ (1) #5 REBAR w/OPT. SEE ROOF PLAN °Q c �; ° a A E MODIFIED PROCTOR ASTM D1557) _ E ENCLOSURE FOR STRUCTURAL a . . m ' a 3" MIN. CLR. a 2x4 P.T. BEAM SIZE & CONNECTION INFO a � , • e • • ' d' (2) #5 REBAR CONT. 4 PUTE ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. 2 716" U.N.O. DETAIL ) o.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8» TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN CH O.S.B. SHEATHING � ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: S3 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 1/2" GYP. BD. w SLAB INFORMATION. " HOLD GYP. BD. Ej oIII W SLAB STEP & RECESS S.G.D. M 1/2" FROM SLAB 01-0" CONT. BEAD SEALANT co SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO • RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND " ° • < INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTIONSTRUCTURAL N FIOE CONCRETE SLAB EXPANSION JOINT ° • 31/2" ; j SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14 O.H.D. RECESS 13 O.H.D. RECESS � � GARAGE w/ 1/4 x3 TAPCONS AT 8 PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL .-. EXTEND FILL CELLS c M EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD " STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. --- -' f '•' ' �' •• ` PLATE TO CONCRETE " ON FLOOR PLAN o, rR - _ • ' �' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " SQUARE CMU BLOCK BASE, z is 4" to _ ' ' ' •' is : ' go TENSION 120#) CONCRETE SLAB E M SIZE VARIES PER PLAN ' '•• .. :- ' ' •' r 4 _ s x s w1.a x w1.4 w/ MIN. (2) #5 VERTICALS J *.:. -,' •::'� '.: •,' ::'� ad " c r WWF OR FIBERMESH �, FILLED SOLID W =i I I-1 III= I I -=III= I W a W o ' -_--_ - = i'- I L=1 ° BRICK PAVERS or SLAB PER o o rn = •' - : . �' III - I-_ _ M 6 MIL VAPOR - = i'- I -1 -_-_- --_ I' ( I z_ 0'-0" FIN. FLR. COMMUNITY SPECS - - - LL " aI=_= SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 -Mal3"MIN. - �� _- - _ -� I I �' I' III=III- i III -III -III -III OOTING III III=1 =1 —III= 1 11=111=111 c� FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. CLEARANCE BARRIER =III=11—I I =III=III .111- _ _ _ _ _ _ 11-III=III=III=III I I -III-III— BEYOND » " 1 (1 STOR / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 ST RY) " I I I I r I I ,, �' - , :. •' :.. • . ; : , v' PAD REINFORCEMENT =i 1=1 1=i -' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR V-8" (2 ST RY) 4" 4" y. *' SEE CONC. PADINFO. FOOTING WIDTH • �' SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:3W= ro SCALE: N.T.S. 53 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. CD Lou Z Z zliga-plaft Q z V) U' U 4--J Lu 0 U w Lh Of V) O "' C) o m n U '8 dMM Os ll U Of n fn g Ln Q co �i C A' B D. "C-B DC Y'" • fA Z o. 03 ��i e►` '' 0LL _ a W FL.D • ; E S S I ���� To the best of the Engineer's knowle ge, 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 iN 0 v r� ,4 ">LIZ V) Cn z in V) M Ln �L z H a)L Q 0000 E J W � d- ��pZQS�O� 11J Z F. LL �li!_ o aU z z o w C:) CD Ca f� Ln 1174 Ln laaaaaa oa O Q %/~� 0 -o Z LLJ��5 C)LU $ 0 >_ _j N �$ Ln �g 0 V" �;it i,-W F_ O L Z W z .. I--» .. z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 180 JOB NO: 17-2862 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE - PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I 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 J V 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 rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. 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/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/(3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW NOTES: 1/2" EXTERIOR GRADE SHEATHING 10 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN, TYPICAL FILLED LINTEL ASSEMBLY FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C =_= EDGES & 8" O/C FIELD - - USP SPT22 @ EA. STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH_TYPICAL C.M.U. WALL STANDARD 3"DIA. TEE 3/4"FURRING STRIPS THREADED 3" DIA. EXTENSION - 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT— )#5NOTCH LINTEL WHERE REQUIRED BLOCK WI (1FOR CONCRETE PLACEMENT 7 MI a 11 so • • a • - • • 11 11 ?m ��ill ICI ■ ■�II II�� III IOW _I�FP I!! �I�II IIIi� G S4 SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2"PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL ' w o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES `�\ GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD ' CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF ' GARAGE DOOR MOUNTING BASE DETAIL LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. SCALE: N.T.S. 8 � POURED CONCRETE BASE FOR OTTOM OF MOUNTING B 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. U-1 7 5/8" 8" 7 5/8" 8" 7 5/8" 801 INTERIOR WALL EXTERIOR WALL 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 rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL a d w ° ° 4 DOOR STOP Z MOLDING v a a 2x TOP PLATE g y 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. Lr SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 S�cF O1'Y 4 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Yz"@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 it-4- (1) (2) (1) (2) 1 USP LSTA30 4' - 9 (2) (3) (2) (2) (1) USP LSTA30 (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "" HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/'. HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING FNGyG, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. 10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE USP SPT4 12 SEE ELEV. ZP) USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--' W/ STD. 90" HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C 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 318" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RY WALL DETAIL E SCALE: N.T.S. S4 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 2ROWS10d@3"O.C.(14 NAILS TOTAL) EA. SIDE OF . AB. SPLICE STAGGERED • ' N. 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP SPT4 SPT241 (SP SPT4 USP P 2X TOP PLK TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS RECESS / LINTEL I ° a. A Ci USP USP SPT4-]SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a a., a SPT22 USP SPT4 a 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) INTO TRANSOM FRAMING SP SPT22 SPT4 I rUSP SPT4 OVERLAPPIN --10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) --USP SPT4 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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 o PLYWOOD o SHEATHING MASONRY 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 UI� Z Z z Q —1 wow CL Cn +"J w C) •U — 0 U, In U m� w ~ WW= crn�`o 00 N 00 Q c Vo A 1 B D. x•c a n•c -- r NMi �• W ti 4 10 y� Z ���� 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 N 0 0) n � M O M Q 'C Ln LL. CL z M a3 O E Z WJ CD WBez W = a 00 o�� aU } � ZZ Z LU NON 0 Ir Fg ZO .--I Ln N Ln 00w"\ Q laaaaaa o� Wigs Yj fl M > � N$a !'IQ 1�j C)�5 %0 p Ln LU Z U. U. � O P-4 J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB No: 17-2862 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER FIRST FOUR 24" O.C. ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ T-0" O/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1003" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. I,, 55 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL TOP CORD BLOCKING USP RT1DUN EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 24"MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE • 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL 16d NAILS @ 24 O/C X-BRACING, AND TOP ^ NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) INFORMATION `D a0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"xl-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 1 1 1 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) ItAT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 ^ 1 1 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS "- -- TRUSS SPANS . ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW ^ @ 48" O/C FOR THE (2)16d NAILS W/ 1OSB SHEATHING ATTACHED (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED =>>r SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4'?" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS - . EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING D ) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR 2"x4" WOOD TRUSSES OCATIONS 10dx3" 0/C @ TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT .,.,,...,......... .... • ..,.....,........ ........ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 vv11 r . u&_r%F.".c+ GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" - WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL WI (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C SP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 wr BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x47" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB --i SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM —MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ...,......",...,... ..... ,..,,-,,,, ...., @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0• MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. p ✓,9 C'f M CORNERJACK C7 Y a a W z x 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. III � 1�■II � �Illoll� I■■II NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 9� LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION CO Z cn Z z FIAJJ o.. z w O w V) r U �� F—Lu E ' 8 L°N O u = go Q� g A ' B D. OR INH W ��-. t9 F " 0 Z'A OIL •2 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 iN 0a)t-NNNN, �CAMO M Q M Ln U_ CL z3 �° W J 0 J d- �6z wz oo z$�tQia� z in LU W J a zo o Ln N Ln 0001 Q U r13zC) 2 W a� J N Mz6i p Un8 U. Z Uj .. O .. Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-2862 SHEET NO. S5 "RYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1 X 4 1/2"DRYWALLDOOR INSTALLTION JAMB (REFERTO TO SHT. SDW2-K1 SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8"UNACCEPTABLE PROPER INSTALLATION DO NOT DO THIS Tx BOT. PLATE W/ (2)10d @ 6" O.C. &1IXA4F-1I1/27'DRYWALL FOR CONN. DETAILS1X FOR CONN. DETAILS X 4 ff X 4 (TY ) #5 REBAR P,3/16"tti 3/4"PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 4 3-1/4" LONG X 3/16"0FURRING X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED 2X8 (TYP,) BLOCK@ SPACING ++ 1 DETAIL STAGGERED @ 16" .. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH ++ 1-1 /2 DETAIL MASONRY THROUGH ++ 3 DETAIL STD. 90" D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1Od @ TRUSS VERT. WEB TAPCON @ 16" 1X4 P.T. 1:71 METAL SEAT PLATE O.C. & 4" FROM EACH END W/ MIN 3/16" x 3 -1/2" DOOR JAMB (REFER TO SHT. SDW2-K1 FORJLJI 1 X 4 1/2" DRYWALLL 7/ NOTE: LAP SHEATHING TO DOOR JAMB (REFER DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND 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" t2" NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS y(8 P.T. LONG TAPCONS 2X8 INTO EDGE 2x P.T. AS REQ'D STAGGERED @ 16" O.C. JOIST & (4) 3/R16"x1S-3/4"W 2x DETAIL 21 /4'+DETAIL 2-ROWS INTO MASONRY 3-1 /4++ DETAIL\—NOTCHWEBATTHE BOLTS INTO K.O. BLOCK t5" FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PLAN FOULED NDATION FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. QiS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS FILL 1st a COURSES EMBEDMENT INTO BLK.) 1/r4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS ,•' .'s SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 3 1/4"TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) " x 2k BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 11 NAILS x I? NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE '.TI..- t :• (4) k X 1 t WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45^ DIAGONAL 4 10d NAILS INTO BRACES () O BLKG. INSIDE TO ALLOW FOR INSULATION `' (2) STRAPS 2450#]) 2 x 8 BRACE/ 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 .. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN PLACE BEAM ENGINEER CONTACT ENGINEER RECORD FOR OR ' '.. ' ' SCRIBE NOTCH POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I .: FURTHER INSTRUCTIONS. •�"' : ' • BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT�' EA. END RETROFIT TRUSS DETAIL OVERHANG-.•:;..� ' �:. CONNECT W/ 8d NAILS BRACE/ BLKG. .•: N.T.S. •• •`' x ID BLKG. (LL WIDTH F WALL) B. INSTALL WDW. SCREW ANCHO\_2 4 SOLID KFUWDOALTWNOSB PROVIDE TAPCON WITHIN ' • �' INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-O" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAx RAD SCREWS @ 16" O.C. MAX. OR IF MASONRY xO (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNGrH PLYWOOD SHEATHING �- rr r- �� 1 5 O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLANF 2x6 #2 SYP @ 24" O.C. + + + + AILFINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > '� ► /4 MAX EMBEDMENT INTO ) " " " PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT e • r , ►.. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2 -08 (5) -12d NAILS SOFFIT + + ► ► to' 10" ° • • ► ° ' CENTERED W/ 9 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r , ► ° i IN TOP 4 EACH TRUSS ► d .'' KNOCKOUT / N -- r • ' • CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING -� — •� it . ' ► SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" IN JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS lo LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► .. ! DIRT 4 z TO BE INSTALLED BUILT UP PLWD. BUCK- 4 �_ PRECAST LINTEL .°; ' STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! 99 HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/:" WOOD FOR OVER HANG �_- FILLED CELL r"r- ,ram 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX. 4'-0 1 , _ • r ; �•� • •.� BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4- X 31/2" TAPCONS AT 16" LL INSTALL WDW, SCREW OSB INTO 2 x 8 THRU OS O.C. " ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERT M AND STEMWALL B-B@ MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3l4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS 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. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR �/— EXISTING BOND BEAM. 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) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. �� 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0" 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 a FILL CELL FULL HEIGHT W/ 2 OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '.,;: ► p' ► w a A REINFORCING AS FOLLOWS: = v • PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. - SEALANT " " PRESS PANEL REINFORCING INTO PLACE. •: 5XV EMBEDDED INTO U z - 6 MIN, LAP SPLICE WI EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL '`' i' ""='`': REINFORCING PANEL ° .: N FILLED CELL SMOOTH. DO NO FURROW. `, DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT .�a' rt' :�; `� "'' - `' " _ GRADE >. . ► SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. tit,:• =: 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST "" ' SPLICE NOTE: ii ° '► "' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT a ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00,COVER EA. WAY /q SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDFN�SECTIONAT 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. SS 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. G Z Z Z a Cn 4--J w °ia o U — w Lv �- V) U o �MLU � F—_ W O N LL U o� .0 a� v 10 B D. ®. n M112. � z••• aF17-5,N W 4 �. a IL 4.. •r/Ifiil 'I�1'�\\ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z N o� co O M M L^ O L CL) Ln L a u- �\ Q67CL00 O Z IT W J� J ES �q co Z i LL p�j no 2 >- i o aZr Zv.2Z LLIU J f f J 8�604 W O C N In Q o� Q O LU � S Q g�S �z F- O LL Z LU .. .. ? a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-2862 SHEET NO. SS CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF, SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� ----/-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" Cy BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 n TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT V-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -4--= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS USSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES 2x4 #2 SPF BRACIN( 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d ENC NAILS TO TRUSS BOTTOM CHORD 3 — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE / COMMON TRUSSES. — SEE TRUSS PLAN FOR CONNECTION INFORMATION. 11kVARIES SEE PLAN If FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR i PLATE BELOW TOP OF WALL p MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE t 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: 3/4" = V-0" SCALE: 1 /2"=V-0" HIP G.T (2) 2x8 #2 SYP W. 7/16" O.S.B. FLIT( PLATE TOP @ TF 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 44 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" USP LSTA18 CANT. BEAM _ _ _ _ _ _ ENTEED F BUCKET C SPLIT TO TIDE SEE ROOF IP AN FOR OPTIO PLLEAN BEAMS TOGETHER I I MORE INFO I I I I I I I I I SEE PLAN FOR CANT. I I I I 1 J I I SEE FLOOR PAN FOR � I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PATE SEE FLOOR PAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE _ _ _ _ II INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PATE J SEE FLOOR PAN OR SCHEDULE/PAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B.SCHEDULE/PLANM OPTION B CONNECTION INFO /'1l�TIr1AI n COMMON BM. TO POST ATTACHMENT SEE ROOF PAN FOR BEAM SIZE &� SCALE: 3/4"=V-0" CONNECTION INFO. (2) HTW-20 STRAP TYP. U.N.O. SEE FLOOR PAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. CORNER A � A SEE PAN FOR TOP OF BFAM _J SEE PAN FOR CANT. IF INDICATED BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS FOR TY ROOPE) PLAN FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. " ? L I BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL TO STUDS W/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 TRUSS TO LEDGER SEE FLOOR FRAMING MIDDLE 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE SEE FOUNDATION EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING A . . PL AN FOR MORE INFO INFO) 5" (4) NAILS EACH SIDE) MASONRY WALL (TYPICAL) COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" - - - - � O.C. i JJ � 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" wi SEE 1/S5 FOR - ADDITIONAL OUTLOOKER INFO, GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SECTION AT LOW ROOF s SCALE: 1/2" = V-0" SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE (2) 2x4 CONT. TOP PLATE HIGH PAN USP SPH4 EACH STUD TRUSS SEE PLAN �. HIGH TRUSS SEE PLAN BRG. FOR CONN. EXTERIOR/ROOF 00 SHEATHING ATTACHED PER NAILING SCHEDULE 17 MASONRY WALL BELOW: USP a.. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'4" O.C. TO GABLE SEE TRUSS PLAN TRUSS COMMON TRUSS a,. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE o, LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION USP LSTA 18 EACH SEE PLAN STUD LOW TRUS SEE PLAN BRG. FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARING �3 SCALE: 1/2" = V-0" 000 zM Ztj Z Q a z C Q) 4-'J w ca o •O B w E U w WW I_ C cc o,121:g U c c A ' B D. CtlUC NIf xi �r 11111 ��� IN/ `\\` (on�•• W F U LLW N M• ��'��i�,�i, • 4•'0� E S S 1 t-wN 0`' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O z N 0 CU N MO z M �jMLn a •L e}- 0 Q Ln L_ LL a - cYi ¢�S''-' 3 WJ Z 0 WZCO cc QU pp a Z� z o Ln N Ina 0 O -I Q Z O H (=) W P! grog z p Z�c Qog CC Z � � O U. Uj LLI O Z W g Z J a U) SCALE. AS NOTED PLOT DATE : 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-2862 SHEET NO. D1 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 weatl 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 -1 '"I WEATHER /E BARRIER & IARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER ED FLASHING 0 o� SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING 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 00 NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING 8 UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW f 6/1V( IIIYV 1 Lr1V11„�V SELF -ADHERED FLASHING DECK JOIST NOT USED E 4M 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 HERED FLASHING 8 2 O� 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 0 RUBBERIZED RUBBERIZEn AQDWA1 T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PF 0 SELF -ADHERED FLASHING INSIDE CORNER Ground 7 FOUNDATION WEEP SCREED NOT USED (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 4� O O O Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 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 31/2" 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 Detail Instructions Refer to the number marked as On 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Zg Z 9 z Q 1 Cl U) )' 0W (n i--r w 0 0 w C V) ~ a IFnM C) E �M ' - gi = ai O o If U t 1 = Y Q Ol cOo Q 0 A' B D. N.C.B •D.(• W 1 r• P 4CS _ A IT ~ U Z � II-��N� �w w �zLU vc°' O 0 fIA � B Z O� m N ZM - 45 ILWai a� l9 �S 00 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. w O O Z N O WN M O M Q "p Ln 0. "L Z Ln Q C LL" 00 E Z� ram W J � J �- p 00 0 Z ¢�U ZZ �W) �c 8 W0 x® � O r-I Ln U) Ln �� Q w oaf I- 3 I �/ �►� � o 'o a o ZIm C:)L - 2 X Z Qa8WR6 >wr--J0 fl I C) W E S O Ln � �� W CO V ULLJ Z w .. I- . .. I,_ z Z 0 a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-2862 SHEET NO. W P N L N O L L O 0 C CU .� U C � � cu (n N C-)"ja �L C Q O L.L .� -p E O O An O a L � W v • tiaattaaat� O L 0 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.48 ESR-2873 SPTB FL17244.32 ESR-3455 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'rf they will be utilized on the construction protect for which you are applying for a building permit. We recommend you cooled your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(a) Test Pressures1. EXTERIOR DOORS A. SWINGING ThertnaTru Smooth -Star and Benchmark FL15225.5 +87.01-87.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.8 +47.01-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psi B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.O1-40.0 psi C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psi Clopay Building Products Residential WlndCode Doors W5 (18X7) FL75279.53 +30.0l-30.0 psf Clopay Building Products Residential WlndCode Doors WB (8X7) FL15279.85 +38.0/-42.0 psi Clopay Building Products Residential WlndCode Doors WB (18X7) FL15279.102 +37.O1-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (sae inst aht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psi General Aluminum Company Series 1900/1870 FL15217.7 - F115217.9 +40.O1-50.0 psi B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.01-50.0 pat General Aluminum Company Series 1980/1990 FL75288.3 - FL15288.4 +40.O1-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.O1-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psi D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Handle Building Prod. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL75272.2 +70.0/-70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.8 NIA HomeGuard Building Products, Inc ToughSkin Synthethic Undertayments FL21875.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 WA O'Hagin Manufacturing, LLC O'Hagin's Cbakded Vent Tile FL78588.1 N/A E. ROOFING TILES Boral The Villa 900 FL7849.24 - FL7849.28 N/A Borst Tile Saxony 900 FL7849.13 - FL7849.18 N/A N U L O U Ci O C CU -0 d. Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 'C.M I--, W Building Codes and Standards 1/9r2017 Building Codes and Standards 1/92017 + 0 0 Florida Department of Business & Professional Regulation Pagel of 2 0 'a-n Cn Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9R017 0 � � FL815000-R2 Product Approval Application Detail C1 FL#15225-R3 O LL Colo Entity or Date 210 Date Pendlno Date 22a T Ve� Entity or 20 20 Date Pending 20 FL#15332-R3 Products CU 'a"� 0) CU TYBS Verslo Manufacturer Contact Enalnear & License Validated By ValidatedSubmitted FBC Approval Approved Status Contact Engineer & License Validated By validated FBC Approval CU O Revision 2014 Thermo-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. OW8/2015 06/13/2015 07/052015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmiidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurence Approved for Use Approved for Use Impact Design N O Category: Exterior Doors (419) 2W1740 Management Instituto (813) 767-8555 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Se X Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure (� SubCategory: Swinging Exterior Door Assemblies rickverwbklgconsultants. Subcategory: Swinging Exterior Door Assemblies rickAorwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/3l/2017 No Yes No N/A v% 0 ca.Coro Compliance Method: Certification Mork or Listing cote Compliance Method: Evaluation Report from a cote CU Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 20 ALUMIIN&UM SGD REINFORCED XXX 12131/2017 No Yes No N/A rr�/^ Q FL#15225 R3 Producte Professional Engineer 143&quot;x96&quot; -Q •� V) Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12131/2017 No Yes No N/A §Se91 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 148&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 12131/2017 No Yes No N/A 5 e. &quot;Smooth-Saar&quota and &quol Benchmark by 8/8 and 8/0 Opaque and Glazed Fiberglass Door with 121312 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impatii Design 143&quot;x80&quot; NON -REINFORCED Therma•TruBquot and without Sidelites. Inswing and Outswing Mal Product Model. Number or Name EMIU I 1 Contract Expiration Date In HYHZ Outside HVHZ $ggj�jgpt Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 4301440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 8 }. &quotPremium Series&quot;, &quot Conatrud on Series&quot; and &quot;Benchmark by Therma-Tru&quoF 8/8 and 8/0 Opaque and Glazed Steel Door with 12131/2021 Transoms. With and without Sidelites. Inowing and No Yes No WA 1 a. 8quotFiber•Class c& lief; or & uo1 Smooth -Star uok q q &q uotNon•Im q pact&quot, Opaque Fiberglass 12/3l/2018 Yes Yes No N/A XXX 143&quot x96&quot with Transoms Outswing Door with &amp; without Sldelft(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 1/912017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Pape 1 of 1 Building Codes and Standards l/W017 FLA15279-R4 Building Codes and Standards 1/10=17 Product Approval Application Detail 2292 Entity or Del Dad Dat2eII91na Data Product Approval Application Detail Ittlig. Versio Manufacturer Contact Engineer & License Validated By VaUdated •gp,Q FOG Approval Rxubm Approved �g FL#1s217 R4 Revision 2014 Ciopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/122015 03/19/2015 06/21/2015 Approved F1.811537-R6 00 Entity or 20 20 Dots Pandina 20 Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies (513) 770-6062 Inc. (513) 519 6586 nmesterfield�cbpay.com versa Itrpg Yelgip Manufacturer Entity or Contact Engineer & Llcanse Validated ev Q q Date Pending y FBC Approval Approved, I1t'p! Varelo Revision 2014 Manufacturer MI Windows and Doors C4�t Engineer & License Validated By Brent Slilin er Luis Roberto Lomas Steven M. Urich, PE 9 Validated t FBC Approval Oe/30/2015 08/25/2015 07/0812015 Appr4Yed ,status 08/19/2015 Approved PP Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE .Syl:miGs� a�tlLe 07/21/2015 07121/2015 07/27/2015 Approved Category: Windows Subcategory: Single Hung (717) 3653300 PE-62514 (717) 317-8454 bsidingerComiwd.com F1.1115279-R4 Products Category: Exterior Doors (841) 423.1334 305 868-4707 ( ) Compliance Method: Evaluation Report from a Qualkv Assurance Approved for Use Approved for Use Ims pact pact Ds lon Subcategory. Exterior Door Components nelson.kreschelCdcorgro Florida Registered Architect or a Licensed Florida Compliance Method: Certification Mark or Listing up.00m Professional Engineer S*Q$ Product Model. Number or Name Product Doscripton Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73. 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 91)" wide) 0521/2028 No Yes No +30 PSFA32 FL#11537-RS Products FL#15217-R4 Products 7eV, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WNDCODE&#174; W5 Garage Door PSF Qualityurance Approved for Use Approved for Use Imipact Design Quality Assurance Approved for Use Approved for Use Impact Design GD5S, GD5SV, GRSS, GRSSV, ARSS, AR5SV, In8 Product Model. Number or Name iration Date Product Doiscrigifion Contract Expiration HVHZ in Outside HVHZ Besistant Pressure Product Model. Number or Name Product Description Contract Expirston Date In HVHZ Outside HVHZ Resistant Pressure ED5 , EDSSV ED5S 1 607. 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/312017 Yes Yes Yes WA 10MLE 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/312017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/2/2028 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 12/312017 Yes Yes Yes WA 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/312017 SERIES GA 196 ALUMINUM SH NI 54X72 12/312017 No Yes No Yes No N/A No WA 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 428, 55S, GDSW wide) WINDCODE&#174; WS Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/312017 No Yes No N/A GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 WB-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/212028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12131/2017 No Yes No N/A 4RST, 6RST, GDSS, GRSS, ARSS, EDSS WIANDCODE&#174. W8 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 VW18 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, (IRST, GDSS, GRSS, ARSS, EDSS Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" 05/212028 wide) WINDCODE&#174; W6Garage Door No Yes No +37 PSF/41 PSF ■ r CIO Florida Department of Business & Professional Regulation Page 1 or Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards IM017 Building Codes and Standards t/9r2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel or 1 0 Product Approval Application Detail Building Codes and Standards 1/912017 ■ �� FL#1527ti R4 Product Approval Application Detail Fl.#152ti8-R2 coda _ Entity o Ent r Date Date pate Pondin0 Date CIO 1e Entity or 2111111 � Date Pending j Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved stews pp FL#15333 R2 jyp4 YeLe1g Manufacturer Cr2I1TSGt Engineer & License Validated By Validated Submitted FBC Approval evpm,Yeli Status Revision 2014 MI Windows and Doors Brant Sitlinger Luis Roberto Lomas Steven M. Urieh, PE 09/012015 08/31/2015 09/052015 10/182015 Approved Affirmation 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 O5l102015 Approved Category: Windows Subcategory: (717) 365.3300 PE-82514 (717) 317.8454 2M I= Verslo Manufacturer Entity or Contact Englnaer & Ltoense Validated By 2 Data Pending FBC Approval Date Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Fixed Compliance Method: Evaluation Report from a bsMinger@mMd.com Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE ::allfiatlig ySubmitted 08/292015 08/192015 07/052015 Approved 201 08/192015 Approved ■ � Subcategory: Horizontal Slider beitlinger@mkW.com Florida Registered Architect or a Licensed Florida Category Windows PE-82514 (717) 3173454 � Compliance Method: Evaluation Report from a P Po Florida Registered Architect or a Licensed Florida Professional Engineer Subcategory: Mullions bs tlingera� .cote Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approval for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for use Approved for Use Im pact Design 2919 4 Product Modal. Number or Name SERIES GA 195 ALUMINUM PW Product Description Contract Expiration Date SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/312017 In.HVHZ Outside HVHZ Resistant Pressure No Yes No N/A FLX76333-R2 Products 22a 1 Product Modal. Number or Name SERIES GA 198 ALUMINUM HORIZONTAL SLIDER ProductDoscription Contract Expiration Date SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/312017 1n HVHZ Outside HVHZ No Yes Resistant No Pressure WA 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/312017 No Yes No N/A Quality Assurance Approved for Use Approved for Usa 72X54 FLANGE iW Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/312017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/312017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/312017 No Yes Yes N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/312017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/312017 No Yes No WA SLIDER 10SX46 9 SERIES GA 505 ALUMINUM PW PW NI 72X72 FIN SERIES GA 505 ALUMINUM PW N1 72X72 FIN 12/312017 No Yes No N/A W 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/312017 No Yes No WA SLIDER V O ICU O L U .� =3 O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 Building Codes and Standards VW017 C Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail CU FL#13192-R4 FL#15272-R1 FL#5444-Rill M Code Entity or Deft Data Date Pond Ina Date 99" Entity or I2 0 20 Date Pending 20 991e Entity or Deis Da>111 Date Pandlno Dad Tye® Venio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Typo Verelo Manufacturer Contact Engineer & License Validated By yalidates1 Submitted FBC Approval Approved Status I= ygrslo Manufacturer Contact Eno inser & License Validated By Validated Submitted FBCApproyal Approved status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08262015 08/172015 09/072015 10/16=15 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E Ryan J. King, P.E. 02/232015 02/19/2015 03/012015 04/152015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Hamer Robert N eminen John W. Knezevich, PE 12/142016 12/08/2018 12/152016 Pending FBC Approval Category Panel Walls (909) 349-2927 PE-24121 (352) 367-252e Category. Panel Wells (330) 922-2389 PE-43409 (813) 767-6555 Category Roofing (610) 651-5847 PE-59168 (954) 772-6224 �\ Subcategory: Siding pingsheng.zhu@jameshar Subcategory. Soffits Compliance Method: Report from nthompson@aiside.com Subcategory. Asphalt Shingles Compliance Method: Evaluation Report from mark d.hamerosaim-gob Compliance Method: Evaluation Report from a die.com Evaluation a a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer ICU Products FL#15272-R1 Products FL#13192-R4 FL#6444-R10 Products W Ing Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use In HVHZ Outside HVHZ Impact Resistant Design Pressure 3oa # Product Model. Number or Name Quality Assurance Product Descriodon Contract Expiration Date Approved for Use Approved for Use Impact Dealan In HVHZ Outside HVHZ Besistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design M 1 Cemplank Lap Siding fiber -cement lap siding 01/012018 Yes Yes WA N/A 1 a. &quot;2T&quok Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A I1S O Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q 2 HardiePlank Lap Siding fiber -cement lap siding 01/0112018 Yes Yes WA N/A 2 b. &quot;Alliance T4&quok Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/032017 No Yes WA WA Z architectural asphalt roof shingles Z Q J a SHEET NO. PA 1.1 a E" FL#12328-R7 Products j$W Product Model. Number or Name 8 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1AW017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use lmpact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic fell 01/07/2019 No Yes WA N/A Search CNteNa Code Version: 2014 FL #. 12328 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Enttty Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2076-R7 2292 Ida Verslo Manufacturer Affirmation 2014 Florida Metal Products Inc. Category- Roofing Subcategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Saa # Product Model. Number or Name 1 RVIO FL#r849-R9 Code im Versio Manufacturer Revision 2014 Borst Roofing / Moniert-letile Category: Roofing SubCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL-97849-R9 Products Ssg;jl Product Model, Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxony 900 - Count Slate Shake &am Slate o y Country p, 15 Saxony 9W - Country Slate, Shake, Slate &amp; Split Shake 18 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12658-R6 I= VCere�o Manufacturer Revision 2014 Town and Country Industries, Category: Shutters SubCstagory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12858-R5 Products ai4p Product Model. Number or Name 1 0.050&quot, Aluminum Storm Panel 2 &quotSafety Edge&quot Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or cafe Pad Date Pending 299 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved 2" 1 Clerk Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enthy or Conte Engineer & Licenea Validated By Thomas Jammed ICC Evaluation Service, LLC Gary W. Welker (602) 269-2288 (205) 854-0160 thomas.jemniett@boral.co m Product Description Flat Profile - Stockton Flay Profile ite - Henderson a Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/9/2017 291 1 Date Date Pend Ina Date Validated Submitted FSC Approval Approved Saws 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ outside HVHZ Resistant Pressure 12/31/2018 No Yes N/A N/A 1231/2018 No Yes WA WA 12131/2018 No Yes WA WA 12/31/2018 No Yes N/A N/A 12131/2018 No Yes WA WA 12/31/2018 No Yes WA WA 12/31/2018 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/%2017 Entity or Pots Psis Date Pending Pats Contact Enaineer&License Validated By Validated Submitted F80Approval Approved aS=s L. 812015 05/04/2015 06/22/2015 Approved Tom Johnston Frank I. Bernardo ORLANDO BLANCO, 04l29/2015 04/2 pp (954) 493-8551 PE-0040549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot, Aluminum Bonn Panel with Optional Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga (0.018&quot;&quot) Steel, 0.022&quot; Alum (Pert and Non-Perf) Clear Polycarb (Full and Half) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels .050&quot Aluminum Non -Porous Hinged Storm Panel IF" rTT 12131/2018 No Yes Yes WA 12131/2018 No Yes Yes +541-54 1231/2018 No Yes Yes +100/-100 1231/2018 Yes Yes Yes N/A F681075-RO Qft Tvce Versio Manufacturer New 2014 HomeGuafd Building Products, Inc. Approved Category: Roofing Subcategory: Underlayments Compliance Method: Evaluation Report from a FL #21615-RO Product Evaluation Entity Products A29A Product Model. Number or Name 1 ToughSkin Synthetic Underteyments FL017202-RI Code TYoe Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#f17202-R1 Products pad" Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174; PRO Vent PR04-N FL##1807"3 2291 I=r Manufacturer Revision 2014 Global Protection Products, U.C. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15078-R3 Products sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL010076-R4 2qft IYBa Versro Manufacturer Revision 2014 Global Protection Products, LLC. Category. Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15076-R4 Professional Engineer Products A # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO I= V�o Manufacturer New 2014 All American Shutters and Glass Category: Shutters SubcategoryStorm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL817889_-R0 Professional Engineer Products Sea # Name Product Model. Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2WO17 Entity or 294 gag pate Pend Ina Pete Contact Enalneer & License Validated By Validated Submitted FSC Approval App8Y9d Status John Cheslak IMertak Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03/2017 (904) 240.1382 Inc. NA, Inc. john.chesiak@hgwrep.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Igpiration Date In HVHZ Outside HVHZ Besistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 1/102017 Entlev or Pete 21t4 Date Pendina 2ai4 Contact Enaineer & License Validated By Validaied Submitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Seven M. Urich, PE 05101/2015 OM112015 05/10/2015 06/2Zf2015 Approved (501) 982-8511 PE-31242 (717) 317.8454 acarter@lomanoo.com Quality Assurance Approved for Use Approved for Use IM= Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07110/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/9Rol7 Entity or pats, 20 Date Pend Ina Contact Engineer & License Validated By Validated Submitted FSC Approval Approved ;�ayta 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 (VA) 689.7545 PE-44167 (954) 772.6224 tim. robi nson@g ppent core Quality Assurance Approved for Use Approved for Use jntpagt Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/3112017 No Yes Yes WA or not by tracks to provide hurricane protection. Entity or Pltie Pats Date Pend Ina 20 Engineer & License Validated By FBC Approval Contact YIIIlsta� i; Approved .Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knozevich, PE 12/2l/2018 12/21/2016 Validated (954) 889-7545 PE-44167 (954) 772-e224 tim. robinson®gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes WA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 Entity or gate 20 Date Pend Ina gate Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-0046649 (954) 394.8521 mi keb@allamericanshutte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract pIn HVHZ Outside HVHZ Resistsnt $essu£e 22gs, 24ga Steel Storm Panels 1213112017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 9"2 or Iypa at41p Manufacturer Contact 101I11xr & Licanae Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813)248-3456 PE-31242 SubCategory: Roofing Accessories that are an fivalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FLA5219-R3 Professional Engineer Products �212" Product Model. Number or Name Product Descriotion 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quct; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, Tile&quot 8&#39;, or 10&M, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 8&#39;, for Shingles&quot; 8&#39;, or 10&039, Wide Off Ridge Vent Attached to Wood Deck F1.08588-R7 Tvoe � Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#IWN-R1 Products Se # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R1 220 IYQ4 Verelo !Manufacturer Revision 2014 Global Protection Products, LLC, Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Seo # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FLX1999-R8 I= V�o Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999 RS Products 3-0 Product Model. Number or Name 1 17W BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317.8454 Page 1 of 1 1/9F2017 Pats gag Date Pending Pitt Validated i;ilbmttt*d FBC Approval Approved ,stye 05/0l/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Contract Expiration Data 12/31/2019 Approved for Use in HVHZ No Approved for Use Outside KVHZ Yes Impact 8esistant No Design Pressure WA 12131=19 No Yes No WA 12/31/2019 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/10/2017 EMIN or 20 20 Date Pendlna 20 Contact Enoinear & License Validated By yalidated Submitted FBC Approval Apples 2=1 Gregory Daniels Miami -Dade 13CCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3620 (305) 868.4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for the roofing applications 04/04/2018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9rzo17 Entity or gale Pate Date Pending gag Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved ,�atye Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/2312015 Approved (954)OW7545 PE-44167 (954)772-6224 ti m. robinson@gppent.com Quality Assurance Approved for Use Approved for Use A Q Impact Paalpn Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1WO17 Product Approval Application Detail ntitvor 20 ppta Data Pending gate Contact Enai leer & License Validated By Validated Submitted FBC Approval Approved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved (847) 918.6473 (407) 681-1917 slevAs@alpineitw.com Quality Assurance Approved for Use Approved for Use impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes WA N/A Metal Connector Plate 12/3112020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes WA N/A Metal Connector Plate 1231/2020 Yes Yes N/A N/A O O 2CL "a tr.. d C O 'a LO 0— C .� CU � Cn O co U) O C 0 a O 3 O LLCU CU E O L CD_ CU 142 .� -&—a �'/^ V! Q 2 4 Z Z W J O ■ U V J O CU 0— CL ry U CU O ^L_ Cn1,.1.E L% MCU VICU L mW � W Q Z Z Q J d SHEET NO. PA 1.2 y Cn —Cu � a CO 0 Ga Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation Pagel of �� j . er) Building Codes and Standards 1/9/2017 Building Codes and Standards VW017 Florida Department of Business & Professional Regulation page 1 d, C = CU cu Ci) Building Codes and Standards 1/e2o17 Product Approval Application Detail Product Approval Application Detail O UO Product Approval Application Detail O 17021974t5 FL01644 R4 Cade E�20 20ypr 0 Date Pend Ina j� IM Entity or 20 J� Date Pendina J� FL#1643 R4 � O O I= Vemio Manufacturer Contact Enatnear & License Validated By Valdated FBC Aaoraval Approved StatusZj�g Versio Manufacturer contact Enoineer a License Validated By Validated FOC Approval Approved status �g 20 Do Date Pend Ina � Cl) ICU Q Revision 2014 MTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 0&3012015 0&11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05J01Y2015 081=015 Approved IYYdffi Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCApproval Approved Status -0 E Q Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05127/2015 0510Bf2015 08/02/2015 Approved (n (D L .tee Q SubCategory: Truss Plates dwertQmii.00m (205) 599-9800 Subcategory: Engineered Lumber roberttaylorabc.00m (253) 620-7467 Category. Structural Components (541) 826-0200 Wood Association o C Q Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Subcategory: Engineered Lumber roberttayiorCbc.wm R53) 620-7467 co Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a �Q v) Q FLilr2197-RS Products FLS1644-R4 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved far Use ]in Pact esi Dgn FLC1645-R4 Products seq x Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outill" HVHZ Resistant Pressyre Sen # Product Model. Number or Name Product Description Contract Expiraton Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12131/2017 Yes Yes WA WA 1 Versa -Lam Laminated Veneer Lumber 01/012035 No Yes WA N/A SSe 0 Product Model. Number or Name Product Description Contract Qw1ration Date to HVHZ Outside HVHZ Resistant ssu 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes WA WA 1 AJS Joists Wood &quot:l&quota Joists 01/01/2035 No Yes WA WA 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes WA N/A 4 Mi20 20 ga. truss connector plate 12131/2017 Yes Yes WA N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A WA Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1WO17 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/e/2017 FLAW27-RS Florida Department of Business & Professional Regulation Page 1 of 1 .2" Entity or 220 20 Date Pending I= Product Approval Application Detail Iypg Versio Manufacturer Contact Enaineer a License Validated By Validated Submitted FBC Approval Approved status Building Codes and Standards 11WO17 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07106/2015 05/122015 07/30/2015 Approved FFLM5 .R7 Product royal Application Detail Category: Structural Components (253) 924.4064 (008) 839-1344 Approval ppl bCategory Engineered Lumber jim.anderson2Qweyerhae 2292 Entity or 2WR I?k Date Pend Ina 20 Compliance Method: Evaluation Report from a user.com Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02242015 03/18/2015 Approved f 630 RB FLt16527-R6 Products Category: Structural Components (813) 621-4841 (788) 315-2590 22(g Entity or 20 Date Pendina 20 SubCategory Products Introduced as a Result of cparrinoCcastcrete.com Versio Manufacturer contact Engineer & License Validated By Validated Submitted FBC Approval Approved J%w Quality Assurance Approved for Use Approved for Use Impact Lesion, New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06/2015 05/1212015 07/3012015 Approved $ffil Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant )byre Compliance Method: Certification Mark or Listing Category. Structural Components (253) 924-4064 (W8) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 0313l/2017 No Yes WA WA FLX158-R7 Products SubCategory: Engineered Lumber jim.anderson2Qweyerhae bead Ran Board Compliance Method: Evaluation Report from a user.corn 2 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes WA WA Quality Assurance Approved for Use Approved for Use Impact Damon 3 Paratam PSL Parallel Strand Lumber 03/31/2017 No Yes WA WA Saa 0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant pros_Jred' Product Evaluation Entity4 T'enberStrand LSL Larrunated Strand Lumber 03/312017 No Yes WA WA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide Gnteis 05/21/2018 Yes Yes WA NIA FL.01630-RB Products Quality Assurance Approved for Use Approved far Use Impact Design FLM27-R7 FLa158-Re has Product Model. Number or llama Product Dascdptlon Contract Expiration Data In HVHZ Outside HVHZ Resistant P=sure 9M Entity or 211111 20 Date Pendina 20 Code Entity or 20 20 Date Pending 20 1 TJ1 110 � Prefabricated Wood 1-joist 03131/2017 No Yes WA N/A Iype yersjp Manufacturer contact Engineer a License Validated By Valklated Submitted FBC Approval AppJ4y4d Ij�¢, Versio Manufacturer Contact Engineer a Lleence Validated By SubmittedSubmittedFBC Approval Apprpyyy� , 2 TJ1210 Prefabricated Wood 1-joist Q3/31/2017 No Yes WA WA Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 10/31/2016 10/25/2016 11105/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/0&WIB 04/2WX16 05/08/2018 Approved 3 TA 230 Prefabricated Wood 1-joist 0313112017 No Yes NIA WA a PP 4 TJI 360 Prefabricated Wood I joist 03/31/2017 No Yes WA N/A Category. Structural Components (253) 924-4084 (608) 839.1344 Category: Structural Components (813) 621-4841 (786) 315-25M 5 TA 560 Prefabricated Wood I -joist 03/31/2017 No Yes NIA N/A SubCategory. Engineered Lumber jim.andsrson2Qweyerhae SubCategory. Products Introduced as a Result of cparrnoQcastcrete.com 6 TJI/560D Prefabricated Wood 1-joist 03/31/2017 No Yes WA NIA Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing Fl.a1Mf27-R7 Products FLa158-R8 Products Quality Assurance Approved for Use Approved for Use IMDaCt Deslan Quality Assurance Approved for Use Approved for Use Impact DWan Ave Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure §29-9 Product Model. Number or Maine Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Mhcrollam LVL Laminated Veneer Lumber 03/31IM17 No Yes WA WA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes WA WA 2 Paratam PSL Parallel Strand Lumber 03/312017 No Yes WA WA 3 TimberStrand LSL Laminated Strand Lumber 03/31M17 No Yes WA WA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 031312017 No Yes WA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Goad 03/312017 No Yes WA WA Florida Department of Business & Professional Regulation page 1 or O Florida Department of Business & Professional Regulation Page i of 1 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 1/9rz017 Product Approval Application Detail Building Codes and Standards IMO17 Product Approval Application Detail Product Approval Application Detail +� FLAi5450-R5 CU FL.01774-R4 220 j;pypr 291 219 Date Pending 20 FLAM1383-R4 I�g Versio Manuftctumf Contact Engineer & License Validated By Validated Submitted FBC Approval Code Entity or 20 20 Date Pending Jig Revision 2014 Powers Steel Irrr_ winiam powers Steven W. Schaub SAMUEL A. 03/282015 0323/2015 03602015 06/23/2015 Approved 220 Entltv or 20 20 Date Pendina 291 I= Versic Manufacturer Contact Enainear & License Validated By Validated Submitted FBC Approval Approved IStatus I= Versio Manufacturer Contact Engineer a License Validated By Validated FBC Approval Approved �g CategoryStructural Components (602) 437-1180 PE 80509 GREE 45-018 P.E, Revision 2014 Powers Steel Inc Wiliam rs Steven Schaub SAMUEL A. 03262015 03rZ"15 03/302015 0822/2015 Approved Revision 2014 Commercial Concrete Producls,inc. Robert Gillis THUY H. HUYNH Florida Engineering 07/032015 06242015 08202015 081282015 Approved Subcategory: Products Introduced as a Result ct billQpawerssteel.00m (813) 845-0186 �� PP Category: Structural Components (813) 6593707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1180 PE-80509 GREBJBERG, P.E, SubCategory. Products Introduced as a Result of precastgatorQyahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of biII&DwerssteeLoom (813) 645-0168 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered ear test or a Licensed Florida Professional Engineer FLIZ450415 Products Professional FLIt1774-R4 Products Quality Assurance Approved for Use Approved for Use Imp )jpp FI.4H 1383-R4 Products Ave Product Model. Number or Name Product Dewription Contract Expiration Date InHVHZ Outside HVHZ Resistant Quality Assurance Approved for Use Approved for Use Impact 22= 1 PSbo x8LT, PSboxBLT(5 5/8) Powers Steel Iadels are field assembled lintels 01272017 No Yes WA N/A sure Quality Assurance Approved for Use Approved for Use Impact Jan Saa i Product Modal. Number or Name Product Description Contract Expiration Date in KVNZ Outside HVHZ Be$istant Pressure consistiri9 of preformed steal Ishteis combined with 321121 Praduct Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A WA concrete masonry unity, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/012017 No Yes WA WA bars. of preformed steel lintels combined with brick ore concrete masonry units, grout, and steel reinforcing (D bars. W wtf f�� V o ICU o a� CIO U O ICU ICU V Q VL M w C W ME � a (D z J z a J a. SHEET NO. PA 1.3 r