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HomeMy WebLinkAbout6623 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 Galv. 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 Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS Rad. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. 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 LENNAR� 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 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 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 COMPLY WITH PREVAIL NG CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF MEPKYRHILLS ORDINANCES REVIEW DATECITY OF 7� PI'�AN EXAMpHYRFi1 �.- NER 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. 0 (D !� Z co 0 — o Z(09 Z apalift J UJ a Z CZ W cn 4-J w i) Ow C ~ 0 U am M w — WW ~ tM ,- W Cl) ;OM 0.2 0 tao oai Y �niz- .o u7 0 tf Q rn a Q 0 A' B D. N C B D C 'W ♦ N �� � • T • S2 N p co • 3; w. �. c�' gym LL,� 0) �0-- ** - 1 SaIQ /���� � �rtlidlttt' 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. i 0 0 Z �► O a� 1-4 4-Jo i>iL4r)MO M a4 , MLn �L� .-. arn Fa- OC V a 00 a E0 Z ra 0 LUJ OZ L O W W Z F- In a U1ZL'''i00 z?Zo QUUZ< ��ZIZI.uu�Z 0 Z p� a W a a = Ov o 843 =OSwN apZLU O C:)�� In n � � Q I— J `� W<�3 ceV)CX�W Wo002 C)w 0ZW WE //R� Z or- O T F-- LU = N _> N Cn g Zoe $ g ' � QQ W O tL Z aa<OW L1.1 L > a x Z ��o J O� J T-7 O Y W a 0. C)2 U u_ Z .. .. � f -- z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. Iwo JOB NO: 17-5176 SHEET NO. C S OCn LO N DEN OPTION SCALE: Y4"=V-0" JV -V 13'-4" 18'-0" 18'-8" 9'-0" 4'-4" 2'-0" 2-4- O AC PAD 35 SH 25 SH 771 25 SH 71 00 N \\\ *EGRESS *EGRESS CV LANAI 9'-4" FLAT CLG. A. F. F. OF MASTER A.\\\ NOOK \ VAULTED CLG. 0 C0 BEDROOM / _ B \ \CARPET _ o VAULTED CLG. m N \\\ io w 00 CARPET \ 13'-4" 4'-8" \ \\ E G.T. / II II \�-------- 9080SGD --NOTE: FINISHED WALLS __ d/ -� 771 TO BE FLUSH. FIELD 1 VERIFY. r I A I N I H2 2868 S3 I 2'-0,.1 3, 7.. L.3, 2„ L. 1 1 V-2a' TYP. 9. ,. U.N.O. I 1 I FAMILY = - R&S 1 j r n 1 V-4" FLAT CLG. CARPET = 1 II WIC I G - - I II L- I S3 1 V-4" FLAT CLG. 1 = I I I 78 _ CARPET q SIM.w/ C7 CL I fD '- 2x6 #2 SPF `4 l WALK IN I a l Z Z r @ 16„ °' O.C. - - l 2468 1 2668 o SHOWER co TILE TO 7' 00 in I'' co - I I = Ca A.F.F. M. B A AV TEMP. GL. ENCL. ITCHE _ - I I I I I - ___ 2468 9'-4" FLAT C . NWL"HIGH chi VAULTED CL TILE CARPET I Ll = R&S 3,_ 9.18, 3,_�,. 17'-2" - E) 0 4„ I I = R&S iv , r` I _ U) T-T' RE�. 2468 N `n - Cr T-1 " 5'-72' - PROVIDE - = MC ------ ---+- ^� BLOCKING FOR 1 5 SH. iv = W I GRAB BAR - -- ---- 2468 2x6 WALL 91-4" FLAT oa N CARPETLG - oo = v 2068 BF CC iv R&S LIVING DINING- C FLAT CLG. cn 9'-4" FLAT CLG.iv 4 SH. C B/n O9'-4" J o F. © CARPET CARPET 2068 J J U) O rN N (O =00 0 N � X 2668 BA 2 D_ co co `° 14'-6z' 6 -0" 12'-74" N 3'_gz" T-0" g. 1. FLAT C 6. o-„ w Q O 50 m TILE 00 II 2668 14'-112' 5'-1" 4'-1" I I 2668 BEDROOM 2 cr U) O 2x6 WALL 9'-4" FLAT CLG. w LO N - HANSON CARPET - BEDROOM 4 BOX @FF. I+ A N �, �, 2 2 I 2468 6� `? S3 OPT. DEN '2468 -*' J ;_ W r TYP. 9'-4" FLAT CLG. I ' LAU 1 � °` W I C _ U.N.O. CARPET 9'-4" FLAT C - I� '-4" FLAT CLG. w 12'-34" 2'- 4" - 26L.80 T7 E0 " 1 5 7�PET 12'-84., 6'_1" Q�)N w T I * �LN m o 2868 R&S is fn od cc 9'-4" FLAT CLG. DRYER VENT t T-64' 1 5 -72 0 CARPET THRU ROOF. EDGE OF SLAB 2" 6-1 6" 25' MAX. BEYOND WALL N T 26 5'-1'- _ _ _ _ BUILDER TO PROVIDE --x- APPLIANCE PROTECTION C 1L 32 - - - - _ FOYER ;.�_A ss _� WHEN REQUIRED PER FBC w 54 11'4FLAT CLG.3 T N o ~ b ` I CC rh B 2868 3 = M S3 m - 3068 W/ 36"x26" SIM w/ SPF STUDS @ I- � 9'-4" F TILE T CLG. N � = TRANSOM ABV. 12" O.C. w/ USP SPT4 T&B GARAGE - STRAPS NOTE== 9'-4" FLAT CLG. A.F.F. 2668 SIM w/SPF STUDS @ G FINISHED WALLS TO BED 12" O.C. w/ USP SPT4 S3 FLUSH. FIELD VERIFY. G.T. - - - - - - - - - - - - - - STRAPS T&B © I------------ I -------------------� I I I I I 00 I ' I in I I = LL m I ENTRY rN 00 Cn 2'-8" 2'-8" I SEE ELEV. 1 I I G.T. (ELEV. B)r I I TYP. @ K I BEDROOM 3 I ; I I GARAGE S4 I TYP. @ K I I 9'4" FLAT CLG. I GARAGE S4 I CARPET o I I o 8 X 7 OVERHEAD DOOR 9 EGRESS _ H O -IL771 (2) 25 SH 16 X 7 OVERHEAD DOOR O O 4'-8" 10'-8" Z-0" 16-0" 2'-0" 8'-0" 1'4° 154" 5'_4" 29-4- 50'-0" 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 H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 �F +23.0 / -28.9 OG SEE SN SHEET OH SEE SN SHEET � t�Q 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 20X26 18JX25J S.H. 13 20X38j 184X37j S.H. 14 20X50j 18jX50 S.H. 15 20X63 182X621 S.H. 16 20X72 182'X712 S.H. 1232 27 1/4 X 26 26 X 251 S.H. 3 33 27 1/4 X 38 j N/A S.H. 3 34 27 a X 50 N/A S.H. 1233 N/A 26 x 37 S.H. 2134 N/A 26 x 50 S.H. 2' 35 27 a X 63 26 X 62 1/2 S.H. 1236 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 � X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 2 X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 ; WIDE S.H. 32 54 X 26 52 3 X 25 i S.H. 33 54 X 38 j 521 X 371 S.H. 34 54 X 50 s 52 J X 50 S.H. 35 54 X 63 521 X 62 z S.H. 36 54 X 72 52 J X 71 1 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: Y4"=1'-0" R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. a@ 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. I LOCATION I 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. UI Z M o - Z co Z Q J z W cn �--� w U - w O m �- Vl = y 00 U w = E -8 0) M C t0 M 'C C14 O o0 WM00 U " SAD 00 CL r; f~ Qrn o v rnQo A' B D, NCBDC ti co N N o O ,wo Z 1Y� z• •6 _j 5 N g� a� oun 4w L C) •' To the best of the Engine ij#f4toation, 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 r-4 0 a n >-+O M Q U-) -0 •� �' 0. in LL e- Q oC V OC) Q E� Z W J � 0 l�LO W zz Uom oo U zyz zr<UfQ �zzW�z UgpCaw W � _jO�o3�o U i3: OF-�aoz@ �3J O Ln �1 Ln Ln C J OW <VSse a oQCCW o J O0LZ am ui r r z� J UZ WaJz¢ O <4 Oa >N Q 85m-n O _j Q uuJWOWz< �a<, L i./ ^ Y / LL o _jQz¢ ¢a�� z O LL O ¢ LL L ~ g O FZ-1 O a LL. SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. W, i.- . al s. W k . ij d _I I I I.- 9 0 va Z o — o (0 Q J Z (n W 0 U — w CLI F- 0 tOt 00 `V C)4)M LU — C ltf Cl) m a c0 0 00 Qj Ua°i tIZZ00 �o.o C - Q to L0]. 10. Q O Al B D. � r W M'M N W aJ-9� 1 a Z 10 CO ie LLZ �'� 8 ' F �• ' .., ¢'� � W m FSSI 441111111' @� 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. C) Z N O (1) r-, -i4 M O M Q ( 'fU Ln Q U- fl. z M V C 00 Q � � z Z WJ 00 f 0 wLLO�a Z U�fvu'i�0 z U z z>-Q8oQ zWZWF'Z U z p a W �}. V 8 1 C, � cl W ce L L-� J C 1� LPG Ln 1..� Z O J O � w ¢ Z 8UW�J� C)Q �0W°`� 'a Z C:)Waoo=o > Z N z0 $�a� W a M p pC wWOLLz¢ ¢axLL L O 0 `" O z T'I J TI E -j 0. a CL ¢¢~ LL W " Z > 0 g Z Z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. 1.1 T.O. P$11 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 8' RIDGE VENT 12 5.0 TEXTURED FINISH 14' RIDGE VENT 4' 12 15.0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 25 SH 1A3 SH 23 SH 14' RIDGE VENT 12 12 5.01 4' OFFRIDGE VENT 5.0 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T B TEXTURED FINISH IC�IC II e RIGHT ELEVATION SCALE: 1/4" = 1'-0" _________________________________________________________________________________________________________ 25 SH (2)25 SH 25 SH LEFT ELEVATION 25 SH 25 SH 9080 SGD 35 SH REAR ELEVATION SCALE: 1/4" =1'-0" SCALE: 1/4" = V-0" T.O.P. TnM 12 5.01 ELEVATION - DETAILS FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T.O.M. �OO T.O.M N. HDR. 6" BAN TYPICAL 6" �n� 2" 11:11 a7oooa 0El 0011 6.. �50 9 O El El El El El El0 oo❑a ?� SANDED n I El ClEl�E] EIE� El ��� CV rLKnou ini (2)25 SH 3068 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR LALL TRIM LINES W/36" X 26" TRANS. ABV. ARE SCORED WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS OTHERWISE NOTED. FRONT ELEVATION - A SCALE: 1/4" = V-0" UI Ln Z o Z Q J z t/) Q) c w 0 U — O w E L ao � �~ mn U w E H 8 0M c(an O O W W Q LL OD U a°)) -4 (1) CL o to O Q 0 C) CL Q O A ' B Ds N C B D C M •0) _I ll 10 LJJ 1 N • 4 ,R. 6 MOPE a • a = OF C N W ' T �O OFE S S 1014PN EkAF To the best of the Engin jjjftti V► rmation, and belief, the structural plans and specions 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 O Z N O a) N F-I a-•r O )>-ILr)MO M Q (,) M Ln a in •� �t- U- a V CL r-I a �� z � WJ C) J W0Lz LL Q WZ��vn�a Um H��oO or- Z>g-QQ Ui �LZyzyyuugz UZpI—a W C>L 08 C) C) W 0 8 xO�W® ~cLW Litt N 00"\ Lf) J Boa VWO_le 0 C:)< Z O 0oZ�2 z � !a �i Z W �-1 Z ,^ 9 LU �W\� • ~8~g~a Z O O LL,a6 W O Z Q °`W�8 a i- ce d- � cy LL z oZa O T"� Q J�YW QQ�� Z O LL J LL > 0 g W Z � a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. imo JOB NO: 17-5176 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 CENTER ELECTRICAL SPECIFICATION NOTES: 10 #14coppertolights &outlets ELECTRICAL CONTRACTOR MUST VERIFY NEMA1 WITH THE SPECIFICATIONS FOR THE TYPE 200 AMP 01 #12 copper to 20 limp ckts 10 01 3 #10OF FIXTURE TO BE USED. LIGHT FIXTURES #10-coppertowH copper to Dryer AC PAD SHOWN ARE FOR LOCATION PURPOSES. METER GFI DISC. MAIN 131 P 200 am 2/0 or 4/0 ER Alu \ i I i I I I i 150amp r,�. 1 IAIA I POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET - HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN J4)" EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT r_ IMM ELECTRIC METER F ELECTRIC PANEL -� DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J <1� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 3" VTR III1— ' I 3" VTR II I— I 'I 3"VTR III_ 1 1i11.5" VTR I 'I/ \r, S WR KITCHEN 1 1 UB I 3" I C/0 I SINKI ► DBL. I 1 I SINK WC 3"1 I j I I 3" I INK I I I I 2" 3" I 2" HANSON 1SINK BOX 3" 3" WC UB 3" 3" WC 3" PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER SPEC 3 & 4 KITCHEN OPT. DEIt\ ROUGH -INS \ FOR OPT. SID. FAN/LIGHT DEN O SCALE: %4'=V-0" I I I TION_ SCALE: %4'=1'-0" ELECTRICAL PLAN SCALE: %4'=V-0" V LO Z o — o Z Q ■J a V n�n ' Q) C—n W ` V 0 w O y = ~ o 0 m r- V U W E �04 C t0 Cl) c0 'O M—� Ooa 40) � �co co Y cn O V Q Q O A' B D. N C B D C f• N N to N ���� oz °D ��,104 z _� j z {W- W — FL o d z c�O 'a N _+ gCg N m m LLf1� W .TaM N �U J o OF - U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 O Z cV O N n i>iU.)MO Z M Q U) 170 Lf) Ln 0 N C LL Q oC U aM-i Q � Z � M WJ 0 Cr' oZ WU-o w Z to Of fo0- o ZZaUUZ0 fQ t- Z Z Z C9zo aw �gu oLo o�QsLU �} a=ZO r-1 w �J O Lr) 117114 r4 0001 Ln W< o Wun Icy-Z uhe o Q O Q uwZ�- 2 F.tnm� cc z O J or- Z "' z o < W J N L. ��QI ' a lY$L> w�wOtLZQ p U os >- NdXW,Z I..L. -tOwQ J0Yw aQ�X z O L.L U " • W > O g J Z J a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. 3 ATTIc ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% z co but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. VENTED SOFFIT 48 SQ. FT. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT •......•••••••• ••••••••• •••••••••• •SOFFIT VENTS 7SQ. IN. OFNET FREE AREA / SO. FT. U) Cz • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of allagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. (D(o C) �.1 **Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / g = Linear Ft. of Deck -Air Needed) 11 • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT U `Tz "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of CYHagin Vents Needed . I .I A ••7 • ZONE-3 ATTIC SPACE .i 3366 SQ. FT. • 1 ••i1 i LL :� LL �•1� C3 Co •• 1 C� LL •� LL. '•� '•� M W .:.� FW— F-- Z Z A 1 ••1i ••�ii ••�iiI ••�1 . + •'�I 1=- •• " O W :.A U) �- � w w .'� :•� r-• — — .--� A — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — VENTED SOFFIT 9 SQ. FT. VENTED SOFFIT 4 SQ. FT. VENTED SOFFIT 4 SQ. FT. ROOF PLAN -A SCALE: %4"=V-0" ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off Ridge Amt. Req.) Total Ventilation I Soffit ATTIC Provided by SPACE SQ. FT. Total SQ. SQ FT. SQ. IN, of Upper SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of See Elev ventilation vented be provided ( ) required soffit ventilation y upper Ventilation Ventilation needed required needed ventilators L.L. Main 22.0 3.0 Floor 3366 3231 462 1616 115 808 744.0 (Zone 3) 330.0 414.0 U) LLCn 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 jX. 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 Z g Z Q J Z W � O~ W � O OO ,V U �MCl) W E c as co WW ~ [!ce M N — _� Ooo L LLB d) j U°d1i Nao C Y tog .lfw NN Lo T Q Of � Q O A ' N C B D C B Do ,ftt T_ cp Ik B S E b .Q a bra' �r1 G.�Q fie• m ���. ef>$ft°�ciE°E,li� � 0 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r4 0 � N °°>i (UN LL CL n M 0 M a cn•L� cC U Q• '-•I Q 00 � Z� 170 W J � J 0 z Woo wz a Upf�oO OzrOn�.0 Z r Q U f Q 2f IZ..IWZ zp�W�ZW Oa age OUo 0�03�0 �HapZOO LL1 = w O W�J ri Ln rl w��a WVQSYu� UwO Jp[ O ooZ -� z�2 xtg �fu Uj i z O W o� z z w� O Z � � �ww0 zQ O aQ�LL_joS =a o ' ^ ^ v°dX�Z L.L w / W a TI � JYYW LL aa''� Z � ILL 0 w ? F— Z IF••-1 J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-5176 SHEET N0. 4 Z g Z Q J Z W � O~ W � O OO ,V U �MCl) W E c as co WW ~ [!ce M N — _� Ooo L LLB d) j U°d1i Nao C Y tog .lfw NN Lo T Q Of � Q O A ' N C B D C B Do ,ftt T_ cp Ik B S E b .Q a bra' �r1 G.�Q fie• m ���. ef>$ft°�ciE°E,li� � 0 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. O Z r4 0 � N °°>i (UN LL CL n M 0 M a cn•L� cC U Q• '-•I Q 00 � Z� 170 W J � J 0 z Woo wz a Upf�oO OzrOn�.0 Z r Q U f Q 2f IZ..IWZ zp�W�ZW Oa age OUo 0�03�0 �HapZOO LL1 = w O W�J ri Ln rl w��a WVQSYu� UwO Jp[ O ooZ -� z�2 xtg �fu Uj i z O W o� z z w� O Z � � �ww0 zQ O aQ�LL_joS =a o ' ^ ^ v°dX�Z L.L w / W a TI � JYYW LL aa''� Z � ILL 0 w ? F— Z IF••-1 J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-5176 SHEET N0. 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 �u w Sw N 0 co CONTROL JOINT DETAIL SCALE:1 1/2"=14" - 0 00 0 in 0 Zo A S3 TYP. q U.N.O. eo 19 zo _O cM 0 M. 70 `•- :;rv• #5 CONT REINF. ;' .• : ;r SEE FND. FOR ',: • ' QUANTITY ' •' #5 X 25" X 25" ;.-'.; ' ".=.; " ".'.: . •:• .- CORNER BAR ONE •�C k., FOR EA. HORIZ. •'":�•'.;:_�.;:_• .�_`" ;•� REBAR,TYP. .'....'.. ;:•: •:.�•'• •- U.N.O. .r•..•:�•.• •�:•-..r�s• •r�.-�•.�: F- TYP. CORNER BAR sk PLAN DETAIL SCALE:11/2"44' 13'-4" L 4'-2" 5'-2" TYP. A U.N.O. S3 — — — — — — — — — — — • I I • I I �- — C.J. I I • I 9'-1 3/8" 50'-0" 18'-0" 18'-0" 1'-8" T-9" L S3 • — — — — — — — — — — d — — — — — — — — — o • • • n PROVIDE 1-1/2" RECESS • ILU FOR SGD DOOR. REFER o- TO MASON'S SCOPE J - (n FOR WIDT 21-61lx2'-61'x1 i 4'-0" Fq.-Fr 4'_ ,-I M I 00 __ to i • T � I • 1 I 11n ■ o II M Ou I all II Cv I • � II PROVIDE LINE W FOR ICE M 1 �011 X� � � I 7'-6 1 /8" 1-7 1 /4' STEP DOWNlb v► vim- W� c? I I 'v M _ S3 J I - (2) #5 VERTICALS = _ WAN FILLED CELL = I G I I = I I s3 3Y2' MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUN ONLY I -_ 3Y2° MIN. 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN VAPO BARRIER I = I _ 11 (0 - I C.J. T 0'-0" ELEV. FIN CONC. SLAB I = I I = I I = I - L--JI_ 18' T-4" 4'-6" T-9" 1.1-8" AC PAD TYP A L.N.O. S3 1 i o r—=-1 FALT� I I II II iv I ■ II AC PAD T T I C.J. 00 I I I I T-8 1 /2" I ■ 3/4" I 1 00 i M I 3" 9" _ n S3 _ 11 I I II r II o II `o II II u I 10 1- 0 C.J. — INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 6'-11 1/ " 17" EMBEDMENT W/ 25" M d o� EXT. ABOVE SLAB (v "GRADE 40 STEEL" I I I I n I II I II i II ■ I CONDENSATE LINE I III C.J.00 --L--------- --------------- - 7 3j, -------------- LN 4„ 2'-0 1(8" 2'-10 9/16" 2�_g�� ( I STEP III 19 I Zo DOWN EO MIN. PROVIDE 1/7 x 9" K RECE FOR FRT. DOOR S3 I I I a I F— o • i I- I G I I CC cn r - S3 S3 I — co C.J. — ■ • • - I 411 N I N I • TOP OF CONC./ PAVER TO BE 4" ■ I I (� 10i I BELOW FIN. FLR. I I + 9 _ AR (2) #5 VERTICALS 1 • — — — ■ IW/IN FILLED CELL TYP. A U.N.O. L IS3 S-3 FOR S3 CESS OPT.----- ----- — 4'-4" 7-0" 15'-4" 4'-1" 5'-4" K$lli 61101 16' 29'-4" L • I • 3' 5 7/8" 7-81 /4" 1 I _ I U I I ■ I A S3 TYP. • U.N.O. I fI — — — — — — — — — — I K S3 M (:D • o 1 3'-8'i BUILDER TO PROVIDIE APPLIANCE PROTECTION WHEN REQUIRED PER FBIC • (2) #5 VERTICALS W/IN FILLED CELL 1 I J I EE S-3 FOR S3 "S JRECCESS OPT." 2'-0" 1 8'-0" 11'-4" O T _o cM 0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E- OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 00 b co 0 00 r (p CV 0 cr) 00 0 I- SCALE: Y4"=1'-0" a (D !� Z o Z Q a z (� Q) cry W 0 "U — O c E 0 U 04 W a — 0 a)M C MCC, N; G M O _ °' W W oo " CD co U aoi OfQv (0o0 tm Qo to rnQo A, B D. N C B D C If V , 11111TI, �\\`,1 !Z`o _N � � fjLU LZL _, a . u- WO > Z a < L °Q• .Q &L IY� � FSSt o ��t t II 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� Ors P-4 M O M j ry t^ (n O QLLL Q .. oC U CL 00 Q E WJ Z C=) �t 0 z Z�o W m z li Ul-100 zZ<Uz �z j C7z0 W c� U OJ O =o UiOsw © ~ LU = W C) LA N �\ Ln Q Z J O� `� q VQI Y LL, O Q J 0 U '0 Z 0 � o°wo zO,f�rzz L ZLU LU Z Uj i5 V6 J N g j O a _O O �-- w W 0 z Q <, Ln Q z ��Oza rl 0 �aYw QQ�LL O o LL Z v_ W � z � O Z g t-� SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. ino JOB NO: 17-5176 SHEET NO. 5 ■ . I UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.12610dx1-1/2" HTT5 3225 5/8"ANCH./(28)10dx1-1/2 K HD3B 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B* 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N IU 26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HI IS26 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 - 1Od 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 "X" HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SPi 585 535 10 - 10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1030 12-im * 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 (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 C INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. x CONT LEDGER aATTACH OPENING KNEEWALL TO SIDE WALL @ CORNER w/ (2) ROWS 12d NAILS @ 12" O.C. 2X4 #2 SYP DIAGONAL @ 24" O.C. w/ MIN. (2) 12d TOENAILS 2X4 #2 SYP BLOCKING @ 24" O.C. w/ MIN. (2) 12d TOENAILS EA. END TOP OF OPENING VARIES (A) OR 2 PLY ;ARRIER FRAME WALL BEYOND, SEE DETAIL F/S4 12'-8" T.O.P. @ ENTRY 1 V-4" CLG. @ FOYER RAISED ENTRY (1) USP MSTAM36 STRAP w/ (13) 10d NAILS & (8) 4' X 2 4' TAPCONS OR (1) USP LSTA30 w/ (11) 10d NAILS TO HEADER "'ANCHOR BOLT AND JAMB STUD BELOW 3" FROM EA. END / 1 \RF\/I.qFn I INTFI n I=NTRY I non w/ TPA NIC(111A SCALE: 3/4"=1'-0" *WHEN EXTERIOR SHEATHING IS APPLIED AND ATTACHED PER NAILING SCHEDULE THE SP1 & SP2 SHALL BE OMITTED ROOF FRAMING PLAN A SCALE: Y4"=1'-0" 120MPH ENCLOSED SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS UI `o Z co 0 — o Z CO Z Q U, Z0 V) 0 N 4--) w � p — m v w O ~ C (/� = r— o 0 0 m r` U W E — O mM M C MCI) m,v_r0 N O - U = y WW U O CD L LL 00 4 �Y Qfrn � OL U7 O� `i<o A' N C B D C re- B D. 9 Z IZ W ..0 W 0)0,� �Z jLLO F— i tj To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O�n >UlMo M Q (n '(U Ln IZ cn•�d' WON H � U- CL .. U a00 a E.. § fo Z WJ C) CF' f Oz " Z c7i mz a OZrza U z>-QOU2: �Z. z C7zp a,92 Oa(n0OL3oo UF 0.0z LLI z � J O Ln Q N = Ln e-\ Q z J O � Q� r.r lz ce J UWOOO L- z Z z&fg~zz 0w0Zp0 IL Q (7 J Q U �' O w iy LL" DQ� � Ln� z Iowa {s O t--i LU a a Z O U. O u_ z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAN D VERSION NO. 100 JOB NO: 17-5176 SHEET NO. 6 • +'" ��' GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS .': • • • • APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY STEEL LINTEL z F E F F o I O — O o I , Z I O ® TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP71 Z I MIN. (1) REQ'D MIN. (1) REQ' Q F =FILLED WITH Q 1-1/z" CLEAR • • • • GROUT / U = UNFILLED d -1/2" I 8RF14-1 B/1T 8RF14-0B/1T R = RECESSED CLEAR " I ° OIL • , © O QTY. OF #5 ° c — ° ° I� REBAR @ BOTTOM D Z 4k•,OF LINTEL CAVITY G M.u. Q p I "� a w °° w cn Q C.M.U. 8F 16— B/1 T Zo ` XN �1t W %z e° GROUT -,� z •, •, •, •, tNOMINAL. a •� , QUANTITY OF °o yOW,•'.5 REBAR AT ' • • • • • • • • WIDTH #5 REBAR AT ° BOTTOM OF Q 0 � � D D -------------------------------- TOP LINTEL CAVITY 0 w to ° iii .44 5 REBAR AT BOTTOM � C N 8F20-OB/1T 8F20-1 B/1 T 8F16-0B/1 T 8F16-1 B/1T NOMINAL-OTTOM F a p p ILL Q Q AS INDICATED 00 HEIGHT REINFORCING CD LL~� Q m N © O O O 7-5/8"ACTUAL PROVIDED IN 8" NOMINAL WIDTH LINTEL U O cM Cl) W C ro Q 16 GAUGE POWERS '. 0 ` ., • • ; lk"; i (VARIES) STEEL BOXED LINTEL — O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U (ch 1) 'o Y F- 1. fc precast lintels = 3500 psi. Of d a- o • • `' `' •`' `' 2.fcprestressedlintels=6000psi. ONLY IF NOTED ON LINTEL PLAN 0 v a Q 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. a' a o . ; . ; . 4. maximum 3/8" aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. 11,C B , o • C minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or re refer to Powers Steel for damaged air. Al If 6. Rebar per ASTM A615 Grade 60. g p • ° Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top 7. 270 low relaxation. see lintel plan/details for bottom steel required. E D• �' ' ° '. • • ', • 7/32 ware per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to ;; • • ; applying the cementitiuos coating. See contractor specifications 8 . Mortar per ASTM C270 type M or S. O •- °' ' 'fir. °�° r 8F20-1B-2T • '•' • a � j • © • • Le• GENERAL INSTALLATION NOTES �� • • ` • I 8RF22-1 B/1 T 1. Provide full mortar head and bed joints. —, a 8F24-OBIT 8F24-1B/1T • O I 2, Shore filled lintels as required. ° ;' •• ;, O 3. Installation of lintel must comply with the architectural and/or structural drawings. Z UL rn 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate " a LU vertical cell reinforcing and grouting. a w` LL 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'lied vertical load Applied horizontal load -4" and In n rn F • • ;' • longer with a nominal height of 8" meet or exceed U180. Z o , cl _ • '• : • ; 6. Bottom field added rebar to be located at the bottom of the lintel cavity. m • ; . ; �', , • , 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z "2 m ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. W' "o w ¢' 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 U v ` ' 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. F 0 ❑ • ' ` ' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ' ` ' ' . • ' . • ' , • '. • ' , • ° % • ` ' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and%cifi coating. belief, the structural plans and specations contained �', , 12. All lintel dimensions shown are "overall" lintel lengths. within these drawings comply with the Florida Building Lintels loaded simultaneously itcai (gravity and uplift) horizontal (lateral) LINTEL PLAN NOTES: Code Edition for Residential. Engineer's signature 13. muy wver(grav) anzon ' � ° % . • =� � % • • = � % • • � � • • • and seaall is only for the structural engineering portions of %loads shoud be checked for combine loading with the following equation: '•,'• "•,'• '•,'• ' ' '• �,• PP PP 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. the drawing pages bearing Engineer's signature and seal. • ', • . , . , :,. ILI Safe vertical load Safe horizontal load <1,0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. • • • • • • • • • • • • • • • • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 8F44113/1T8F40OB/1T 8RF400B/1T 81=321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH O O © © ® ON ® O 0 OS THE ELEVATION DRAWINGS z0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER '-' 4'' LINTEL HEIGHT. ? cn M o M F 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED Q M l^n FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O o FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. U ''^ a .. Q U Q00 E POWER STEEL LINTEL IS AN ADEQUATE w o SUBSTITUTION @ ALL LOCATIONS UNLESS F W —' CD NOTED OTHERWISE AT OPENING LOCATION J f O Oz LL1 Z u- O a HoZcoo a zyz U FZ > < U x < S Z ZZW Z l7 z p a W argU 0o O V) UxOSwN ~aOZOO rl w=w MIN. LO o n 5.1 N 6 Ln Q IC J !- w0N� w uw000w Z O O O W W z?'lva!iz fu Z O -10ZOO J W^t Z � a8 to � �W°�Za Q =agog !a- Uw- y 1 ^, V) X - Z r� J QaYw T..� 0. Z Z 0 � � u. > ~O g Z Z J a J E SCALE : AS NOTED MIN. O PLOT DATE : 12/7/2012 F MIN. O TECH: ERAN D LINTELPLAN VERSION NO. _ . SCALE: Y4 -0" 100 JOB NO: 17-5176 SHEET NO. L 1 I . 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 A- NO LONGER AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CC C) WILL ER BE PRODUCED FOR RESIDENTIAL OR GENERAL L L 0 G T CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES ER VES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW RESPONSIBILITY PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'ST 0 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Ys INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG . PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARINGPOINTS BRACING REQUIREMENTS, AND CONNECTIONS TO Q , SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. REINFORCED CONCRETE: UNIT WEIGHT OF ORCED CONC 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A6151 A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED INTERIOR APPLICATIONS I 00 US FOR C TIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. 6 WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR N T LAN 0 0 HE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AREA 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'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider 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. Irrigation/sprinkler systems includin all risers and q " spray heads shall not be installed wi-thin 1-0 of the building i wall. pry e side 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R318.1.5 - C n rete over our and mortar along the foundation perimeter must be removed ore extencr soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318,6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, 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 T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V =140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". 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. 0 Ut �"2 z M 0 - o z z Q J Z N •W w 0 U - w O = ~ E 0 cn 0 U m04 W ~8 oM C c0 M °°N = N WW - LL 00 Uaari Y CO0-0 O Qrn rnQo A' B De N C B D C t � ram!! N�Z�15 � co .e,••• t9 Z•o a 44 �w v 0� O G7 - a W '�'. FF�aa��r�ss�••t���`� FfT�'i�fF]IEErEt ` 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 0 cu N Cli M V) f0 Ln O Q Ln LL QC U a 00 a E� M z C:)J W C:)W 160 C?' f O wON UZ mZl-a u F_ 0 zrQUEQ rs�?z~z cD z zW LLJ _j g W J U 11.I N .} F_CL0z oe W O 3 rl Ln N eo1 L1i J W O 3 C)rOWW2 10 <Z(Y)�10 v000ce 0 Z O Z t Uj a z l V g~Oa O W WOu-zo- Q�oB w/ 0 Z JOWQ LL J 0. W ¢0. z O L z .. > 0 z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX m PLYWOOD OR 7/16" OSB 4 4 4- RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ +++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap FILL CELL' w CONT. #5 > STD. 90° HOOK BAR STD. 900 HOOK BOND BEAM BOND BEAM STEP USP MUGT15 TYP. GIRDER TRUSS CONT. #5 BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 1 "MASONRY WALL OR INTERIOR BRG. WALL A TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small ?� min. 2" max gap 4 max. I Clinch nails ✓� when I/ possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 10'-0" details in One 10d box TANK -LESS W/H areas--20 of high or--20 sinker lateral load. nail each side F1at bearing. 6-0" STUB -OUT FOR GAS METER O — O (V H C G 00 O Q - �' o 1'-0" o ' o U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls W Provide adequate bearing for each lapped joist. Squash block) 10d nails SECTION @ INT. BRG. WALL 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 to (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* kl:f When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset up ti 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— ifl `-' '--' ❑ is 6�� A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" k 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Web Stiffener Fastener Schedule Joist _ BearingLocation Series De th End Intermediate BCI 5000s 9-1/2"I ' 11-7/8"' 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCI 6000s® BCI6500s5 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d___ I 16" 2-8d _ 6-8d BCI90s® " 3-16d 3-16d 14" 5-16dI _ 5-16d 16" 6-16d 6-16d Plumbing I.0 U< MI, TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I )M Nail with 10-10d nails. 1 I Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •• • a • Joist hanger j FOUNDATION INFO ' a. • e • STEM FOUNDATION GRADE REINF. SEE PLAN Filler block. Nail with 10-10d nails. e Backer block required where top _a •* 7;n mount hanger load exceeds 250 lbs. Install tight to top flange. —1 e e a 1/4"-2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height —� requirements 0.6 X Joist p depth ° �__i \ I -JOISTS BUCKETS N.T.S. (14 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 s NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a G a _a e j4 L.4 o I F_ I L__�� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION r PLUMBING LINE I L A 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 d V d - e ---•--� d --.-- -- A. a/OV L \ e c e e SEE FND. PLN. SIZE & REINF. CDV Z M — o Z Q J Z Cz c9 � cn 111170 W OW F_ N ON �N ~ U m �M W ~ — 8 C N co l�'OM O `oo as U 4) �LLCD 0Yr- Y0.0 < 0 60 to O V o Q o A1 NCeDC r N\`�`` `o U_ 'LLB - C=) C LL O `✓ mow[ N � * =� L •� ci m "* Z W �J SIC`% LLW i J N- . 16 It'll El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 0) N Ln M O z M Q fn M � a (A•L� (A 0 Q UL ce V 0- 00 °° z� WLU J C) 0 z 22 W O �u�._. W m Q Z00. R Q ?�U�-J• <q U1 W � } U O -. 840 ceo �} V l--aT ZO W J C:) Ln N 00"1 Ln J �o;� UWJ Q0 <z O as O 0ZCe EMMu Iro Z O W rL z LU I~ Q Q J Q OUJ ' O UJWOtLZa ==�,o > z �°oWQ 1--I J Y W Q Q O LL u_ Z > p Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. SN 1 U (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR wi— LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD --T� — TRUSS @ 24" O.C. U.N.O. ~� 12 HURRICANE ANCHOR @ EACH _ ( (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH -ALUMINUM DRIP STRENGTH CEILING EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT 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 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USP SPT24 TOP PLATE 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8 x 10 J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8- x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" ELEV. 0'-0" ( °� 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2„A x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. ELEV. 4-31 /2" h A.F.F. O U_ 1/2"(min.)- 4" - n ° , : ° ' — —Ij/2"(min.)- 4„ N min � 3100 /2" . I ° ( - 4" I I I I I () '�I (2) #5 CONT' �I I II�(2) #5 CNT4 1-4;8'; -II4„I i I IJ,I I i8„1 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL a TYPICAL BEARING WALL @STEP CC . K, "SHEAR WALL" SCALE: 3/4"=1'-0" (S3:) SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS /D7' O.C.L EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ S HEET LOAD BEARING OR 2x STUD coN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ "x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" O/C / FOR WALL HGT. <_ 8'-6". (2) THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD 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 7 PLAN SEE CC/S3 OR 0am4 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o „ „ „ „o „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 USP SPT22 CONNECTOR NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8— EXPANSION BOLT @24"O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR ) TYPE "S" MORTAR (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# N USP SPT22 TYP. SPACED EVENLY BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH EEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH a 2x P.T. PLATE .� w , o ARCHITECTURAL ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR ° ° FINISH i i ° . ° GRADE40MIN.F =40ksi ° 1x2 PT WD FURRING @ 24" O.C._/GRADE ° D _ z #3 & #4 LAP SPLICE y = I °' I I I I _9 z c0 ° FINISH GRADE °O 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fy= 60ksi] Cn a �I I p —' (1) #5 VERT. IN FILL MONO OR STEMWALL ° [ ] 1/2 GYPSUM WALLBOARD 2 CELLS (SEE FOOTING MONO SHOWN D P —1 - W I • I I U.N.O. LLJ FOUNDATION PLAN N ° _ _ _ 00 6 MIL VAPOR BARRIER — ° ° I O° R 1 7/8" Cn FOR CLARITY °. .- FOR LOCATIONS) p p D ° =I I I=I l =) =III=I 11=i _ N z #5 REINFORCING BAR I I 1x4 P.T. BASE NAILER ° III=I =III=III= =III= ? ' — �- (2) #5 CONT. 4"x4" INSPECTION D =III—III=III= —III=1 ON 3 CHAIRS PORT AT EACH NOTE: g ° III—III—III--III—III—III N ° I 3s"MIN. LAP [36"MIN. LAP] 8" 1'-4" 8" 31/4" BASEBOARD *FOR BEARING WALL =III=III I IEl I I=I I ILIF SOIL. (COMPACTED TO — (TYP.) FILLED CELL TYPICAL — ° — — W/UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ ___ __� ' 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ — D1557) 10" M AT GARAGE CONTRACTOR III-III=III=III=1 I 1=III=III=III-III=III=III=III=III=III=III MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, (� li I (=I=1=1=1=I=III=III=III=III=I iI I— 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. —III-III_-III I I II I I-�-I I_ I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" CV , 1 r °°00 ] DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S 6x6W1.4xW1.4 _ ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > I — z min. 4" BARRIER D :� p 4 T N a ° a < ' ' 10 • 'v GRADE COMP. SOIL. • ° '- - oO_ (COMPACTED TO 95% _ O (1) #5 REBAR w/OPT. MODIFIED PROCTOR ASTM D1557) ' t�E�1��NCLOSURE I I- 3" MIN. CLR. I II I ' (2) #5 REBAR CONT. 4 I ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z + r -11 .: •. �. • 4" co T T SEE A/S3 OR J/S6 I 11 111 I �T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13" � O.H.D. RECESS d N ' t'M Ch e t- I�I ' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) T-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) I WWF OR FIBERMESHSEE ROOF PLAN M E 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 FOR STRUCTURAL r P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Dh '-011 a CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. -31 /2" T GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E d 6x6W1.4xW1.4 c� ' 00 WWF OR FIBERMESH Cl) ° Cl) 6 MIL VAPOR HE i' I I=1 = =1 1 BARRIER 11 11 i —III=III- _,III,,,III ,,III ,,III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 BEAM SIZE & CONNECTION INFO 2x4 4F2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING OPTION #1 w � SCHEDULE w J W o w 111 fn SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' CC C'M 00 GRADE ;III —III a a. °—III alll—III-I' Z= w —III— —I 1= =1 I I —III v 0 0 U5= II II I IIVj ---a:=1 1=1 Z a w 0 1= 4 ° —= - cn FOOTINGLU =1 I III=1 1=1 I I —III —I III —III —III — I BEYOND PAD REINFORCEMENT-)-� I —III —I I—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 UL� Z 0 — o Z J Cz a) cn }-J Lu � p U — O r" 0 Vi U 00 mco LIJ —$ mM M C l0 M O`oo _ tU_co U C Y N c-o O v Q rn rnQ o A, B D® N. C.H.D.0 V�T •S°,``NWW 0 � �&�i,, `\ OD 0 4 0 A 3 ° as Vt C L ,;, - -i o rCN Q LLti. ' •.2 W w e f/rsllt`tt `Fc\o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O Q) O °>-+ M O M Q U-) 'f0 Ln a cn•�d- z Ln Fa- L_ LL a ^ QC U a � O Q z E Z W� Jo J o Z W LL a LLJ ZR 5 , Uxza�OU zzQUx< g Z uu f- Z C7 Z g I.,W a LLJ K J U 0tna =0 LU d' aOZOO ��W L0 " L i Q � • J Boa to Se W O j , O o=wMo '0 z O waoo�o ca Z QaJQ°� �$_> VIII O W O U_ Z Q f 00 NJUW Q I..L fI ■ T _3Y W aa~� O LL � I--- Qz J Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. S3 (MONO) 12 �(TYpj SEE ELEV. USP SPT24 @ EA. STUD (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 I SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP 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 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)1Old NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK W/ ( NOTCH LINTEL WHERE REQUIRED 1) #5 BLOCK W/ ( FOR CONCRETE PLACEMENT 7 a11 a 11 d $ d a 11 d � d 4 4 ° d 811 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION I IL NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J J r > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL /--8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a d 8 a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BTO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR J WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1ST COARSE 2ND COARSE r 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 1 V DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT E SCALE: N.T.S. SL� VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL ° 4 d w 0 ° ° a DOORSTOP a ° MOLDING Cr z a 2x TOP PLATE T U) GARAGE 2-16d NAILS @ 24" O.C. OR z] DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 SFFA/NO��v �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) -� 1Old x1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'- 4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN WINTERIOR 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�00,4 NOT REQUIRED @ BEARING FN/NG, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 Lis P 2X STUDS @ 24" O.C. P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF • ' AB., SPLICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ 4) 16d TOENAILS T040P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �� F= 2240 LBS USP USP SPT4 RPT9d1 nC rr-USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL I° ° A C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d° d USP— SPT22 SP //-USPT4 al I� NAILED INTO TRANSOM FRAMING SPT4 I I[USP SPT22 USP SPT4 SCALE: N.T.S. S(� 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ° � I 2X8 P.T. BOTTOM P TE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C —USP SPT4 ROOF TRUSS ABOVE 2X BLOCKING ---(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. C MASONRY WALL 10d NAILS @ 4 /-STAGGERED q 10d NAILS @ 6" O.C. ST G A GERED 0 0 TRANSOM FRAMING __M N NBEYOND. LPLYWOOD 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 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD 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 rR SCALE: N.T.S. S4 Ulr Z o z to Q J Rail a. U, Z0 t/) (D cn ID(O 4.-J w C) U — O � V) = 2 E Cl (/� o ~ U Co I,- ram') W — 0 W cn G M co `° � cli 00 W ®~ L LL 0 20 Ly Y Q rn CL O o v ,n CL 0 o A' B Ds N C B D C If - go o ao .-.v - Q -S Z Y$) 0 5 f 0 �••�� LLW1,Zgl......� ; ` trfAt/il/tFfEttY�t To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 cV 0 0) N C:) I>r M Q (n M Ln a. Ln 'L V_ H U_ fl. ^ V o.00 Q E � Z � WJ c:11 oZ W U_ O W Z H H a U,on ZZ�>.W v8xV)a0 Oz>-Oa0 z>-�8oQ ii iw�z �2 OH13ceo �CN I---apZO uj WowJ C:) 3 ,--1 Ln N 00"\ L0a W to � VVY UWOO� CIO z C=y, z z I z O l V Y>g,8° V) Wou_zQ �auj a0 Ln 0R E u-Z Q ce J Y uj CD L z j Z Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS 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" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER FIRST FOUR 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 @ 8'-0" 0/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. 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 GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE1/2" CDX PLYWOOD OR 10dX3"' @'3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP.7/16" OSB SHEATHING 3 THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILSATTACHED W/ 10d NAILS INTO 2x6 P.T. PLATE AF'R 2x4 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" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILLNOTCH "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. @ 6'-0" O.C. TYPICAL.INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP 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 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. IN, S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP f co M " CHORD BLOCKING `V INFORMATION `� 1 1,2 WOOD TRUSSES 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C W/ 2 -16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR 10dx3" 0/C II OCATIONS) TOENAIL 6" O/C 2x4 W/ (2)16d TYPICAL RUN (2)16d PER NAILS JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVI♦ I VL/-\I \II\V 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. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2X4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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 RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" 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 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/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 (2)16d NAILS W/ 10d NAILS @ 6" O.C. FDGES AND 12" O.C. FIELD JACK TRUSS EE PLAN FOR 2x4 "T" ON TOP OF PANEL — BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 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) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) KE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. o 0 n c�- CORNERJACK Y v¢ w z Ir O HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 7' BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2X4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�OL TYPICAL GABLE TRUSS WEB — SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Ul� Z CO o _ Z° Z Q a Z cn ;J w 0 •U — w OE~ N = T to o Cl) i� U w 0)M C M n G C M o00 —S W W _ Q Ua E; w o 0 Ly Y Q rn fn 0-T u� v c`ri<0 A' 18D* N C B D C 0 G • • z cn, W ,J {� . S J " 1 � u, Q CP '£ SSS z it W '✓iE S S t.���� "�1l111111t' 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. CD Z N O�I� ro > O M Q�-MLn a cn •pL v- H LL. 0� U fl. 00 Q C z W J J Oz wU-0 W ZI.-LCn W M.Zcz Q' r Ln 0 zr zr�UfQ rs�Zz~z WWW�aW Ugp W cc J U 8U0: 0 HaOZOO �- Wow J O 3 N Litt N �\ Ln Q `� ul Cd N Ne Ce wo082 O OO 00 zW W 0 � Z Z O Z 2 =, 0a0 LV p~►a-5-ai ^�, l V O�>2Oa M) O/ w'WOwzQ D L`��pzz &20: a U 0 w aQ�� O LL w Z j F— QZQ z O a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER -,,,TO TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ 2 10d s o C () @ FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR �P) GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"m FURRING �� N 3/16 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR@ AND NAILED W/ d COMMON 6" O.C. EDGES AND 12" O.C. FIELD O.C.,02 ROWS STAGGERED 4 TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (NP') BLOCK@ SPACING 1� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH 3 �� DETAIL D. 90° HOOK (TYP.) STD. 90^ BAND JOIST 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1 /2" TAPCON @ 16" METAL SEAT PLATE O.C. „ O.C. & 4 FROM 1X4 P.T.—3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL 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" +2„ NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS 2X8 P.T. 2X8 - 1/4xl 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D STAGGERED @ 16" O.C. EDGE 2x DETAIL 2-ROWS INTO MASONRY 2 1/4" DETAIL 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.OXBLOCK +5^FIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC -LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 #FOR 1 STRAP W! 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS 1 t4GROUT EMBEDMENT INTO BLK.) 1/4 MAX Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS ; SFILL OLID SOLID ° 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS �„ „ USP RT16M W/ (8) NA11 NAILS & (6) x 2 BLOCK HEADER ARCH BLKG. & BUCK a TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1j" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (2) X 1 WEDGE BOLTS [ (1) STRAP = 1225 2 x 8 45^ DIAGONAL 4 10d NAILS INTO O LEAVE A CUT OUT IN O.S.B. ON THE S P (2) STRAPS 2450#]) .. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION °. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" •' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR , FURTHER INSTRUCTIONS. ° e SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS .:° ...• OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL 'j ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X 0 NAILS @ 8" O.C. �ERygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" T O TR10dUSS TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + cFN�11/y PLYWOOD SHEATHING rrr rr 1- 51_ O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING A + • • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ` ' > EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ' /4" MAX 2'-0" 8" TRUSS + SOFFIT + ° . ,: > D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + D 10" ° 4 ° ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . • . o ° °► IN TOP o 1 X 4 FURRING EACH TRUSS KNOCKOUT / N CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • CONNECTOR ° �• - I— ' MONO FOOTING III a °" •' PROVIDE 2 x 8 DIAG. BRACE B °' SIZE AND REINF. PER PLAN � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" 7 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF OR 2x4 -I s CLEAN FILL n • > 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24PO.C. ENTER SO IT DIRT k Z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0' MAX SEELAN PRECAST LINTEL .°. ° STANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 9� #5 BAR IN ' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL . • , - �, • - �T 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") _ •. If L J. L� . _.., BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ;: . INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �... �. ,... �. ,... �. �. ,. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER �— D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3!4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6' EMBEDDED INTO E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) g (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. er EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _0" 5" EMBEDMENT & 3"MIN. N 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/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o P.w a A REINFORCING AS FOLLOWS: * SEALANT — it — I— — LL a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. n e ��� * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p . I I > ° I —a I I— v Z #5X6' EMBEDDED INTO - g EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ can N FILLED CELLSMOOTH. DO NO FURROW. ° ° ° • DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE n. . o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D ». O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST 4SPLICE NOTE: N ° ° "' r 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. 0> TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL S\' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 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 (IF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURERS 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 „_-0 SCALE: 3/4 -1 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0Lo Z M 010 Z Q .J Z Cz In 0 VJ cn 4--r W C) O W c F_ o U0 o 0 U 0M W ~N2LLM — $ C W cM O 0 WW U r�� Via, �s Q00) u) 0v ax�to A , B D• N C H•D•C �\lil o CID L7 m j� Z � , o `l s V, 91.t LL -.5. Z w w. 4 a pot 0 W FL. � gN r vf.5 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 ��o i�i V)MO z M 4-1 QU)MLn Ln ON HC) LL a ry. U Q00 a E `. Z W J � J f oz WLLa w m z I.— v�fG vwio0 z'z<Uz< f?zZ "gw ce_1 a° S30vc OLnC) oo v~QQ..OZOO r�-i ��w J O Ln N eol\ Ln J WQ°3 Z C)F— ��zo oW�u_ 0 Lu fu Z z FY F:; Z COw0zOLU v > J N $gLU a�0Q C)�aQoS 0 d' �"'� a a. a f O LL a~� Z j �— Z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 120 JOB NO: 17-5176 SHEET NO. SS I *DIAGONAL SPACED AT 15-0" O.C. MAX I , I I I I I I I I I I I I I I I I ------------------------------- CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. , -----LWOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" C SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES BLOCKING SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE ° TOP CHORD WHEN REQ'D ° TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES SIDE OR BOTH IF REQ'D) 00 (2) 12D NAILS AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" 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 2 TB Uv 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT---� CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP -- L COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE ,dkVAR SEE PLAN 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 PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ' SECTION 2 ENTRY g SCALE: 3/4" = V-0" USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD---, MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN TOP OF WALL SEE PLAN HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT- (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = 1 -0 g 1 FOR WALL BETWEEN p1 j ROOF SYSTEM MIN. (2) 2x4 SPF TOP PLATE USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM —I' ' OF HEADER (REQ'D IF OPENING LARGER THAN (2) 2x8 #2 SYP HEADER W/ 7/16" O.S.B. FLITCH PLATE 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. TRANSOM OPENING (2) USP MSTAM36 STRAPS CENTERED W/ ARCHED OR FLAT (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. [NOTE* IF HEADER IS LESS THAN 8" ABOVE MASONRY WALL CONTRACTOR TO INSTALL IF REQ'D MSTAM36 STRAPS TO HEADER & INDICATE 2 2x4 SP - IF REQ'D () LSTA30 STRAPS CAN BE IGNORED] 2 x 4 SPF @ SILL PLAT P T SILL PLATE 7_11" 6" O.C. DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM IF REQ'D USP SPT22 W/ USP MP34 W/ (12) 8dx1 1/2 (10) 10d NAILS @ BOT NAILS AS REQ'D AND SIMPSON SP2 W/ (REQ'D IF OPENING 12-10d NAILS @ SILL �— LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2X4 P.T. W/'/"X3" _ MIN. 2X4 SPF UNLESS TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE MASONRY OR 10d NAILS_ ELEV. FOR TRANSOM @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/4" ANCHOR BOLTS @ 16 DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END - DOOR OPENING 2 2x BUCK ATTACHED PER PLAN LINTELS AT ENTRY DOOR w/TRANSOM 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS %IWA, lerk (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP °.. HTA16 @ 4-4-O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN ',. Z TRUSS \_ COMMON TRUSS a<. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE. 1/2 - 1 -0 2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE HIG I PLAN (2) 2x4 CONT. TOP PLATE TRUSS USP SPH4 EACH STUD SEE PLAN HIGH TRUSS BRG. SEE PLAN FOR CONN. EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION USP LSTA I SEE PLAN STUD 18 H LOWTRUST SEE PLAN BRG. FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARING r13 SCALE: 1/2" = V-0" LO M Zz — o CO Z Q J ZCz cn w (10 0 — U — Ow Of ~ o o (%) 004 F- U m 4)M w — 8 W W Cf M Cn N 'O CM O `0 M U(D L LL CD Sao Y Qrn , O O V rnQo A , B D. NCBDC N W Z � _ U) q• J �. LL `L i a > gi:� s � •� a WO d `J 3 o, E N ¢�2 '� s S 10 To the best of the Engine 110PI41Amation, 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 cV O�� I 00 M < V) M Ln CL fn .i q. in Q ILL. >- � (M l� V (''1 L 0000 Q Z WJ CD d' J f oZ W u- Q z v]7 wmZ� ul -�Noo t~Z>.zac� zr<U2: ?Z►a-z �aZo�a Wge� o LO oLn�g T �o apOZ d' 2W O 3J ,--I N Lr) Q I— J J c,°¢ �nY2! uWo820 z ["I"' fa W°oo80 J [V W a c) Q �g0u-z <°`Qo8 z Z o pza aLU Z CD LJL u_ j g W O SCALE: AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-5176 SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER RESISTIVE SLOPE R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. 9 PP� 9• 9 P Y 0.3 in : 12.0 in BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ( 0.6 cm : 30.5 cm) 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 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 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 (ASSEMBLED NINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR ) 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 2 Q Q CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R703.1 z WEATHER RESISITIVE SELF -ADHERED FLASHING BUILDING PAPER Exception: Omission of the water -resistive barrier is permitted in the following situations: BARRIER SEAL TOPS OF JOISTS 1. In detached buildings. 1 WIRE LATH accessory UNDER DECKING SUBFLOOR 2. Under exterior wall finish materials as permitted in Table R703.4 SELF -ADHERED FLASHING (SEE DETAIL WP07) • 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. HEAD FLASHING TIE-IN INSTRUXTIONS: R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 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 3. Fold resistive barrier back over head BE USED. weather flashing and seal with tape 2 2 O following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. Scale: NTIZM SELF -ADHERED FLASHING FLANGED WINDOW SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ' 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. EXTERIOR DOOR WITH DECK - SECTION A :-MT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING 3/a^-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. P Y J► ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL . , Q SCORED RELEASE PAPER R703.6.2.1 Wee Screeds P COMPATIBILITY A Minimum 0.019-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF 2 3 THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING PRODUCTS DETAILS 2 2 SELF -ADHERED FLASHING 5 TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1 :-`' 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 Detail Instructions Refer to the number marked as #Din detail that to the items in list BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 each corresponds numbered the of instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING ■ 1 SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ 1 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 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) - �Ground� 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 SHEATHING piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier 8. Mechanically fasten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco 7/8" Cement Plaster DOUBLE 4 in accordance with JOIST ASTMC926 ° „ 7/8 Cement Plaster SINGLE WOOD BEAM 1 ° Foundation Wall ° Felt backed metal in accordance with JOIST BELOW SELF -ADHERED FLASHING ° lathe in accordance ASTMC926 SELF -ADHERED FLASHING 1 ° a ° a with ASTMC1063 2 ° ° Felt backed metal 3" MIN ^ Building Paper lathe in accordance SELF -ADHERED SELF -ADHERED 4 ' With ASTMC1063 FLASHING FLASHING Q 5 ,',� �� 7/16" O.S.B. ' �', sheathing Building Paper i , 7/16" O.S.B. Metal , ; sheathing SELF -ADHERED FLASHING ■ ' SELF -ADHERED FLASHING ■ 1 ■ FOUNDATION WEEP SCREED 1 Flashing ' DECK JOIST OUTSIDE CORNER • weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 All inside and over wood 2nd •v , outside corner will floor �•�� °•o,o•p need to be miter ° cut and caulked all •�°•o,o 0,0.4• butt joints need to becaulked using �°•o S .o Stampede or sim. caulk for all Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED ■ ' NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 0 ZM - o Z Q J Z l/) (1) cn '}'J W 0 U - w O c m M o 0 U W - 8 W W a, M c t0 M E LL CD O O O 2 m U� � Y Sao Lo O ,r Q Of ch Q O Al B D. NCBDC ti N co co N O r O 0Co 0 DO z o N Z W N rNi 1,.e p� J Li Z r� IL N 0 O W W LL a a aiCLL Q Z �rnrn �. mro�w fwV y .7 NQ O O m m ¢C C Ol .��-p• LLW Q NQc, o O V U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i C) 0 Z cV 0a)1� >�k.0o Z �M aU-)-fpLn a cn •L d- 0 _ H a)U� oC Vrn (a 00 Q Z W J � d- OZ W LLL.LLJ Q z v� WmQ}�rlii U Un-o0PZQU zaf__Q =�MWµZI�Z C7 Z W LU W N W O a o O o �F-apz(9 C:)�W rn J Ln �� Q W 0 Cod W Q I- � O Q O z uWZl-2 I-Um2 Ce z O z32:R�i O aQoaUP w N O $erg-V6 a C)Qa�og bpfwo N t"-I J li J O W a J L W a0. O O W L < 9 u_ j f- z Q g Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5176 SHEET NO. -0--0 N L _ Cn O U > N O QC Stock No. Pioduct Approval No. Basis Stock Report No ProdUct Approval No Basis CU O (Q • C � � o o � .� O O O ''!E cp�^^ Q ._ VJ W CU cz L O � U O L vI U I- O � LU z z Q J a J SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 Cl) HD210.2 FL17232.3 ESR-3445 HU210.2 FL10655.20 ESR-2549 c (/) HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 C) HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the N Cn U O _0 L N I_ O CU Florida Department of Business & Professional Regulation Pagel d2 Florida Department of Business & Professional Regulation Page 1 of 1 ♦ -� V () }� Building Codes and Standards 1192017 Building Codes and Standards 1/92017 ICU C •� Florida Department of Business & Professional Regulation Page 1 or 2 CD -0V Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1192017 O O - L C L FL#15000-R2 Product Approval Application Detail 0 Q C 0 3 FL#15225 R3 LL Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status T.YB_ Versio Manufacturer nititL$ie Contact Engineer & License Validated By Die D;ste Pending pig Validated Submitted FSC Aooroval Approved Status FL#15332 R3 Products .04- O (U CIO O > Revision 014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06128=15 06/13/015 07/0 M15 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/015 05/29/2015 07/05/2015 0&19/015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Cf) O Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-8555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767.8555 Se # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 0 E Subcategory: Swinging Exterior Door Assemblies rickv4rwbldgconsultants. SubCategory: Swinging Exterior Door Assemblies Compliance Method: Evaluation Report from rickvw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12Y31/2017 No Yes No N/A t� a) O Q Compliance Method: Certification Mark or Listing com a com �• CD Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIF 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A ^^ C FL#15225-R3 Products Professional Engineer 143&quotx96&quot; -� J Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 40 REINFORCED ALUMINUM SGD SERIES 40 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#IWW-R2 Products 8 SERIES 430/440 ALUMINUM SGD 146&quotx96&quot; SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 5 e. &quct,Smooth-Star&quct and &quokBenchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quotx80&quot; NON -REINFORCED Therma-Tru&quot and without Inswing and Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/017 No Yes No N/A 6 f. onstru and Squot;Bquot, piques. 6/8 and 8/0 Opaque and Glazed Seel Door with 12/31/2021 eel Door No Yes No N/A 1 a. &quot,Fiber-Classic&quot; or &quotSmooth-Star&quot; 68#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A XXX 143&quotx96&quot ark b&quoty and &quot;Benchmark by Therma-Tru&quota ries&q ot; Tru Transoms. With and without Sidel ies. Inswing and Door with &amp; without Sidelite(s) - Outswing % OX with Transoms with Transoms Outswing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 FL#15279-R4 Building Codes and Standards 1n02017 Product Approval Application Detail Code Entity or Dig 20 Date Pend Ina Date Product Approval Application Detail I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entity or Date ) Date Pend Ina Date Category:Exterior Doors (513) 770-6062 Inc. (513) 519-6568 ��g n i r i>� � Date Pend 1� Jypg fo Manufacturer Contact Engineer & License Validated By I' Validated Submitted FBC Approval Approved �d' meatus Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Type Versio Manufacturer tact Enaineer & License Validated ev Validated Submitted FBC Approval Approved Status Revision 014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06125/2015 07/06/2015 08/19/015 Approved Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/015 07/27/2015 Approved Category: Windows SubCategory: Single Hung (717) 365-3300 PE-62514 (717) 317-8454 bsitiinger@miwd.com FL#15279-R4 Products Category: Exterior Doors 641 ( ) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Im pact Desi n SubCategory: Exterior Door Components neison.krasehei@doorgro Compliance Method: Certification Mark or Listing up.com Florida Registered Architect or a Licensed Florida Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21=151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL911537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WI NDCODE&#1 74; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use ImpactDesign �- 42B, 55S, GD5S, G05SV, GR5S, GR5SV, AR5S, AR5SV, Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ED5S, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12131/017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12131/2017 No Yes No N/A 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0° 05/2l/028 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 12/3l/2017 Yes Yes Yes N/A 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No N/A N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/017 No Yes No WA GD5SV, GR5S, GRSSV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21=153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (rain. 25 ga.) Single -Car (up to 9'0" wide) 05/21/028 No Yes No +38 PSF/-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31l017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-21=153: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (min. 25 ga.) Double -Car (92' to 162" 05/21/028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of i Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 a 1 0 Product Approval Application Detail Building Codes and Standards VW017 ■ FL#1527840 Product Approval Application Detail FL#15268-R2 Code Entity or Date Date Date Pend Ina Date Code Entity or aloe j� Date Pend Ina D Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333 R2 Jypg Versio Manufacturer Contact Engineer &License Validated By Validated SubmittedFBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitiirger Luis Roberto Lomas Steven M. Udch, PE 04/30/2015 04/30/2015 05/10/015 Approved Category: Windows Subcategory: Fixed (717) 365-3300 PE-62514 (717) 317-8454 bsitiinger@miwd.com Code Tvoe Versio Manufacturer Entity or Contact Engineer & License Validated By Data 219 Validated Submitted Date Pendina FBC Approval Date Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Revision 014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 06/29/015 06/19/015 07/05/015 08/19/015 Approved ■ Subcategory: Horizontal Slider bsitlirgerCmiwd.com Florida or a Licensed Florida (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 8echitect Professional Engineer 9 SubCategory: goryrn Mullions bsiUing re �miwd.com Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#152SM2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use I moact pg$!gQ sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333 R2 Products Ing Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PUV NI 96X48 FIN 12/31/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impart Design 72X54 FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/3l/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 72X54 Yes 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A }+ 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3l/2017 No No N/A PW NI 72X72 FIN SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A W 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3l/2017 No Yes No N/A SLIDER V / 0 O I` U c 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 of 2 0- Building Codes and Standards 1192017 Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 Cn Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n FL#13192-R4 FL#15272-R7 FL#5444-R70 /•Y1 ■ ■ ■ Code Ent or Date Date Date Pend Ina Date r e Entity oC Qt Data Oats Pendina 212 c e Entity or Date I& Date Pend Ina jig Tvpe Versio Manufacturer Contact Eno ineer&License Validated BY Validated Submitted FBC Approval Approved Status Woe Versio Manufacturer Contact Enolneer & License ValidatedBv Validated Submitted FBC Approval Approved Status Iypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products Inc. Pingsheng Zhu Ronald I. O awa John Southard, P.E. g 08/26/2015 08/17/2015 09/07/2015 10/16=15 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/016 12/08/2016 12/15/2016 PendingFBC Approval ^ Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 0- Subcategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits Compliance Method: Evaluation Report from a nhompson@alside.com Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from mark.d.hamer@saint-gob Compliance Method: Evaluation Report from a die.00m a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-Rl Products ICU V FL#5444-R10 Products LU Spa # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved In HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Sea # Product Model, Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use Impact Design In HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Aporoved for Use Impact Design M 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot2T&quot Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No WA Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q CD 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quotAlliance T4&quota Soffit Vent or Solid Vinyl Soffit 12/31/018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A WA Z J architectural asphalt rod shingles Z Q J d SHEET NO. PA 1 A Y■ FLl112328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact 1 esion Product Description Contract Expiration Date in MVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic fell 01/0712019 No Yes N/A N/A Search Criteria Code Version: 2014 FL ik 12328 Application Type: ALL Product Manufacturer. ALL Category. ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Num ber 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#2075-R7 9912 jypg Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-RI Products Sea # Product Model. Number or Name 1 RV10 FL#7849-R9 Code Tvpe Versio Manufacturer Revision 2014 Boral Roofing / Monierl-ifetile Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FLWM9-R9 Products Seq # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 - Country Slate Shake &am Slate Y trY P, 15 Saxony 900 - Country State, Shake, Slate &amp; Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Code I= Versio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products S- # Product Model. Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quot;Safety Edge&quot; Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 20 PAR Date Pend Ina j Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant pressure RV10 ALUMINUM RIDGE VENT 01/312018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmett@boral.co m Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/92017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 09/10/2015 08252015 0920=15 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312018 No Yes N/A N/A 12/312018 No Yes WA N/A 1261/2018 No Yes N/A N/A 12/312018 No Yes N/A N/A 121312018 No Yes N/A WA 12/312018 No Yes WA WA 12/312018 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9a017 Entity or ggjg 20 Date Pend Ina gaze Contact Enaineer & License Validated BV Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04292015 0428/2015 05/04/2015 06/222015 Approved (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot; Aluminum Storm Panel with Optional Clear Panels &quot,Safety Edge&quot Storm Panels, 28ga (0.018&quot,&quota) Steel, 0.022&quot; Alum (Pert and Non -Pert), Clear Polycarb (Full and Half) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels .050&quok Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date Approved for Use in HVHZ Approved for Use Outside HVHZ Impact Resistant JDesign Pressure 12/312018 No Yes Yes N/A 12/312018 No Yes Yes 54/-54 12/312018 No Yes Yes +100/-100 12/312018 Yes Yes Yes N/A FLX21675-RO Jypg Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FLX21675-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 2992 I= Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing Subcategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-RI Products Sao # Product Model. Number or Name 1 Deck -Air— DA-4 2 OmniRidgeB#f174; PRO Vent PR04-N FL#15076-R3 2292 I= Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm PanelsfNHVHZ FL#15076-R4 99" Iypg Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm PanelsrHVHZ 2 24 Gage Galvanized Steel Storm Paneis/NHVHZ FL#17869-RO UR Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#i7869-RO Products Seq # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 216CO17 Entity or 2;11111 29k Date Pending i Contact Engineer icense &LValidated By Validated Submitted FBCApproval Aooroved Status John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.00 (e04) 520-3321 m Quality Assurance Approved for Use Agoroved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A WA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or 20 j Date Pending 291 Contact Engineer & License Validated By Validated Submitted FSC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22f2015 Approved (501)982-8511 PE-31242 (717)317-8454 acarter@lomanco.com Product Description Low Profile, Polypropylene Plastic, Roof Vent Quality Assurance Approved for Use Approved for Use Contract Expiration Date In HVHZ Outside HVHZ 07/102019 No Yes Im pact Resistant No Deslan Pressure +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or 20 292 Date Pend Ina 120 Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved 'Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 0424/2015 05/112015 06232015 Approved (954) SW-7545 PE44167 (954) 772-6224 tim. robinson@gppent.00m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel arm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 121312017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or 20 Date Pend Ina 1 CgIntact Enaineer & License Validated By Validated Submitted FBC Approval Approved: Tim Robinson Walter A Tillit Jr., P.E. John W. Knezevich, PE 1221/2016 12212016 Validated (954)689-7545 PE-44167 (954)772.6224 tim. robinson@gppentcom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant pressure Corrugated Galvanized Steel Storm Panels retained 12f31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entity or 20 Ike Date Pending 20 Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/032015 07/032015 07/102015 08/182015 Approved (561)712-9882 PE-0046549 (954)394-8521 mikeb@ allarrmricansh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/312017 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FLX5219-R3 n err Iygg Versio Manufacturer Contact EnEnci & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813)248-3456 PE-31242 SubCategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#5219-R3 Professional Engineer Products S. I # Product Model. Number or Name Product Description 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 8&"9;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quot;Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, Tile&quot; 88# 39;, or 10&#391, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 28 Gauge Steel, Nominal 4&#39;, 6&#39;, for Shingles&quot; 88# 39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 Code Tvoe Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-R1 Products sed # Product Model. Number or Name 1 0&# 39;Hagin&#39;s Cloaked Vent Tile FL#150tm-R1 Code I= Versio Manufacturer Revision 2014 Global Protection Products, LLC, Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLX15088-Rl Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 jygg VVereo Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 20 Date Pend Ina 12 Validated Submitted BCAooroADD�V@dval rov status 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Aporoved for Use Impact Design Contract Expiration Date In HVHIZ Outside HVHZ Resistant pressure 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1l102017 Entity o Date Pend )fig Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3e20 (305) 86BA707 gdanieis@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventgation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or 1 )fig Date Pending I2; Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Alan Tim Robinson Wafter A. Tillit Jr., P.E. John W. Knezevich, PE 04272015 0424/2015 05/032015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-3224 Um.robirison@gppent.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiadon Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 121312017 No Yes Yes WA or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 Date Pend Ina 120 Contact Enaineer & License Validated By Validated Submitted FBC Approval ADDfOyed Status Stuart Lewis ]CC Evaluation Service, LLC William M. Ranieri, PE 03252015 03/202015 03/29/2015 Approved (847) 918-6473 (407) 681-1917 sleWs@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 12/312020 Yes Yes N/A N/A Metal Connector Plate 12/312020 Yes Yes N/A N/A Metal Connector Plate 12/312020 Yes Yes N/A N/A Metal Connector Plate 12/312020 Yes Yes N/A N/A N Cn N U N Q O `0 O U- CU -a Q— .� 10 N N O O C O CD_O O ^^'' W Co Q ca Q t/) .N (D C L 0 � CDC VCU '' J Q Q O V cCD V � O ca O (D L 0- �r CIO U O L W M� W V Q VL Lu Q CD Z J Z a D_ SHEET NO. PA 1.2 FL#2197-R3 Code Tvoe Verslo Manufacturer Revision 2014 MiTek Industries, Inc. Category. Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a FL#2197-R5 Products Product Evaluation Entity Seo # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code 11(pg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FLO630-R9 Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity ogate Date Pendina 2M Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.00m (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12(3112017 Yes Yes N/A N/A 16 ga. truss connector plats 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes WA N/A 20 ga. truss connector plate 12/3112017 Yes Yes WA N/A 20 ga. high strength truss connector plate 12/31/2017 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Jig 20 Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (W8) 839-1344 j im.anderson2Qweyerhae user.com A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes WA WA Prefabricated Wood I -joist 03/3l/2017 No Yes N/A WA Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA FL#1S44-R4 &40 I= Vereio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644 R4 Products Se # Product Model. Number or Name 1 Versa -Lam Search Criteria FLtr6527-R6 Code Tvoe Versio Manufacturer Revision 2014 Weyerhaeuser Category. Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL0527-116 Products INA Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code TV00 Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products A291 Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TlmberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 )entity oDate Pendina Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/2712015 05/0&2015 06/02/2015 Approved (641) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92ol7 Entity or Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC ADDroval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 ji me nderson2@weyerhae user.com U.T. ' r InXI ?7 Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity or Date Z* Date Pendina jig Contact Eno ineer& License Validated By Validated Submitted FBC Approval Aooroved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhae user.com r Laminated Veneer Lumber 03131/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03131/2017 No Yes WA N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A WA FL#1645-R4 229 jypg Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sae # Product Model. Number or Name 1 AJS Joists FL#158-R7 Iypg Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology FL#158-R7 Products Compliance Method: Certification Mark or Listing Sea # Product Model. Number or Name 1 High Strength Concrete Lintels FL#168-Re 2zi2 Iypg Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R9 Products Sea # Product Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 20 Date Pendina jig Contact Enaineer & License Validated By Validated Submitted FBC Aporoval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02I2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quat; Joists 01/01/2035 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 120 Date Pendina Contact Enaineer & License Validated By Validated Submitted FBC ADaroval Approved Status Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 621-4041 (786) 315-2590 cparrino@castcrete. oom Quality Assurance Approved for Use Approved for Use Im pad Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes WA N/A Entity 1fr g if 0 Date Pendina Q Contact Engineer & License Validated By Validated Submitted FBC Aoproval Approved Status Crag Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/W/2016 Approved (813) 621-4641 (786) 315-2590 cparrin(>@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HV`HZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/2l/2017 Yes Yes N/A NIA N N U O N C 0- CU "a O O 5_O O O W C CU U_ O .W EO Q' L I►' L —0 Q Q z z W J Fij Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation d Page 1 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards l/92017 ■ Product Approval Application Detail Product Approval Application Detail FL#3450-R5 FL.#1774-R4 Codec Entity or jig 23M Date Pendina 2211 FL#11383-R4 iypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved omits Code EnoIne L � � Date Pendina !� Rev sign 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/26/2015 03/23l2015 03/30/2015 OB/23/2015 Approved 5:4 Type �� YSL@t4 Manufacturer r!:_LtliY3! Sc4.�.4t Engineer & License Validated By ! j�fg Date Pendina j0 V $ Submitted FBC Approval Aooroved Status I)(pg Versio Manufacturer Revision 2014 Commercial Concrete Produds,lnc. Contact Engineer &License Validated By Robert Gillis THUY H. HUYNH Florida Engineering Validated 07/03/2015 Submitted FBC Approval 06/2412015 08/20/2015 ADDIOVed 08/26/2015 Status, Approved Category: Structural Components SubCategory: Products Introduced as a Result of (602) 437-1180 PE-60509 GREENBERG, P.E, 09 bilI@powerssteel.com (813) 645-0166 Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/28/2015 03/23/2015 03/3012015 06/22/2015 Approved ■ � Category: Structural Components (813) 659-3707 PE-�122 Solutions New Technology eg ry: Category: Structural Components (602) 437-1160 PE-80509 GREENBERG, P.E, Subcategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.00m (813) 645-0166 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 Architect or a Licensed Florida FL#5450-R5 Products Professional Engineer Professional Engineer FL#1774 14 Products ea # S Product Model. Number or Name Quality Assurance Product DescriR= Contract Expiration Approved for Use Approved for Use Impact Design Date in HVHZ Outside HVHZ Resistant Pressure FL#11383-R4 Products Quality Assurance Approved for Use Aooroved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Quality Assurance Aooroved for Use Aooroved for Use ImjDaCt Design 122.9 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with Eggs Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ $g,¢jstap[ Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes WA N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars, of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. w _tf -C V 0 Ica O (D CL Q Florida Department of Business & Professional Regulation Page 1 of 1 }1 V Building Codes and Standards 8/18/1017 Product Approval Application Detail C)FL#52594M Code Entity o Date 2WA Date Pendina 2 im Version Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 POLYGLASS USA James Akins Robert Nieminen John W. Knezevich, PE 03/2=017 03/13/2017 03/222017 06/13/2017 Approved Category: Roofing (570) 384-1230 PE-59166 (954) 772-6224 Subcategory: Underlayment jakins@polyglass.com ICU ICU Compliance Method: Evaluation Report from a 00 Florida Registered Architect or a Licensed Florida z Professional Engineer FL#5219-R3 Products Quality Assurance Aooroved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date InizIM Outside HVHZ Resistant Pressure 1 Polyglass Roof Underlayments Roofing underlalyments 041242018 No Yes N/A +N/A/-622.5 L W Search Criteria Code Version: FL # ALL Q n' ALL Application Type: ALL Category: Roofing Product Manufacturer: POLYGLASS USA Subcategory: UnderlaymeMs Z �✓ J Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Z Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Q Approved for use outside HVHZ: No Impact Resistant: ALL J Design Pressure: ALL Date From: ALL a Date To: ALL SHEET NO. PA 1.3 ri r s L r