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Home My WebLink About6575 Paden Wheel StR I A.B. Abv. A/C Adj. A.F.F. A.H.U. ALT. B.C. B.F. Bk Sh Bm. BOT. B.P. Brg. Cir. Clg. Col. Comp. C.T. Dec. Ded. Dbl. Dia. Disp. Dist. D.S. D.V. D.W. Ea. E.W. Elec. Elev. Ext. Exp. F.B.C. Fin. Fir F.G. Fir. Fdn. Anchor Bolt Above Air -Conditioner Adjustable Above Finished Floor Air Handler Unit Alternate Base Cabinet Bifold Door Book Shelf Beam Bottom Bypass door Bearing Circle Ceiling Column A/C Compressor Ceramic Tile Dryer Decorative Dedicated Outlet Double Diameter Disposal Distance Drawer Stack Dryer Vent Dishwasher Each Each Way Electrical Elevation Exterior Expansion Florida Bldg. Code Finished Floor Fixed Glass Floor Foundation ISVIF 'TE V�f DA , -7,-pHYRHiLL% UP"ITY 0.- pLAN L, ALL W60.k 6"10 1 """' &.: isifITH FLORIDA B`Jl� -'I- NATIONAL CtTY OF ZEPHYRr)iLLQ QRDIWu�CES ABBREVIATIONS Fir. Sys. Floor System F.Pl. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed GaIv. Galvanized G�C. General Contractor G.F.I. Ground Fault Interrupter GJ. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K[Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional PC. Piece Ped. Pedestal P.L. Parallam PLF Pounds per linear foot Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated 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 ThiWn. 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 WID Water Proof 06/01/14 1.00 NEW BASE PLAN CREATED MODEL F150�2600 A At, INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 1.1 INTERIOR ELEVATIONS 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN Ll LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WID WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I 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. LO C) C) CL (D U_J U 0 LU E 0 U) 0) Ce) C� C) UJ E 0) C', Cl) Ce) IN o C) LL CC) CD U) 0 ca C) 0 0 CL AI N-C B D-C B D Lull, Co Q0 Cn kir, C, M Z- wo Z0 W 4F — F .2 Z U_ uc,*4 LU ZZ .5-V Z 'OE LL AIX M "., M 0 1:1 0 Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications co ntalned within these drawings comply with the Florida Building Code 5th Edition (2014) Residential, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C:) Z > U.) c) CY) C:, u-) r0 Lr) < N in 0 a) — Ln < U_ Z ICY) ro T-4 0� U 0_ 00 3i E ru :7 UJ C) W _J C:) Z 0 DO LL LU Z Ul) uJ CO Z CL � X < LL, ul-2: no 5� >, Z < 0 or- Z '< 0 K X< Z Z:;, 3: ; L, P r LCU, c.�i _LLJ, C:) U 0 =) U 0 0 C,� �D_ LLJ C14 0 Z @ UJ Z LLJ _J C:) Ln r-4 r_4 Ln < _J LU _J ,� 0 < Li < �- �: �e Ce Lf) Z 0 0 - 0 < C) LLj LU u) co 2 z Coe -0 Z C) W 0 Z =0, 2-: LU 0 �� =) Z Z UJ UJ Z o 0 0 _3 r*%J C/) 8 > 0 r1r C) LLJ 0 u- Z W LU X 0 < t� C:) LU Ln > =) :D 2: u- 0 (ZY V) (n X Z _J Z LU 0 0 _J LU X C) LL C-) LL Z . . . . UJ > 0 Z _J SCALE AS NOTED PLOT DATE 12/7/2012 TECH: MIAMES VERSION NO. 1 M 0 JOB NO: 17-1427 SHEET NO. C S a: (� U) LO 04 DEN OPTION SCALE: X"=l'-O" I. ALT AC PAD TYP. U.N.O. Z-10" AC PAD & 25 SH 25 SH *EGRESS *EGRESS MASTER BEDROOM VAULTED CLG. CARPET NOTE: FINISHED WALLS T_ VERIFY. 1 V-21" T-2" 3 -7_" I ------------------------------ ------------- AV. LANAI T) 9'-4" FLAT CLG. A.F.F. U) 0 U) 0 9 uj U) 60 cc (D 00 Uj C) (0 1� 0 4'-8opl 1. 13-4- 1 2868 H2 1 R&S WIC 1 V-4" FLAT CLG. CARPET WALK IN I 0? SHOWER - 9 cc) TILE TO 7' 2668 2468 co TEMP. GL. ENCL. A.F.F. 10. BA ON 42" HIGH KNWL. 9'-4" FLAT CLG. 2468 TILE T-8� L? R&S G R&S T-5" PROVIDE t. 6-71" 3- 2 6 BLOCKING FOR GRABBAR MIC WIC 2468 W 9'-4" FLAT CLG. 06 CARPET F_ co 2068 BF R&S TrB/SHWIRTILE-T� M 0 Inn 4 SH. 7'�.F.F. 9 �0 2068 o? 04 z: U) LO (A) N 20M. BA 2 Lu '-0-1" 9'.,4" FLAT CLG. T-0" I TILE 2668 1(0 X CN 3'-9j" (n 06 W U) 06 L0 12 4 G.T. (E) 9080 SGD WAMI &%- M SIM.w/ SIN. 2x6 #2 SPF @ 16" O.C. 2x6 WALL C? DINING 9'4' FLAT CLG. C14 CARPET C;1 A 12'-71" FAMILY 1 V-4" FLAT CLG. CARPET 17-8" N.911 L0100 L? Z-) 35SH & 7 � HB Nnni< VAULTED CLG. CARPET U) 04 9'-3g"' F1 - -7 Lu CL (3 O[D - C0 z U) ITCHEN VAULTED CLG. CARPET T-91' 8 8 or 2468 4F -- - - - - - - - - - - 5 SH. I LIVING 9'-4" FLAT CLG. CARPET Cn LO 14'-691' N 5ill '2 C� U-1 BEDROORI 2668 2 4--1 14'-111" 9'-4" FLAT CLG. All 2x6 WALL CARPET -DRYER VEN I THRU ROOF. BEDROOM 4 2468 BF U? 8 25'MAX. 1 51" 2 F- 101, V1, 1 2468 05 OPT. DEN Ca WIC IL LAU I 9'-4" FLAT CLG. 9'-4" FLAT CLG FLAT CLG. CARPET 12, _83, 4 CARPET 5'-71 1 4 TI�E 2680 71-02-11f 6'- 1 7 2'- 7 4& T 12'-32 4 LU BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC V-4" ------------ K_�TYP. @ 8 X 7 OVERHEAD DOOR (R) d R&S 2 68 9'-4" FLAT CLG. HANSON EDGE OF SLAB 2" BOX @ 36" CARPET BEYOND WALL A.F.F. 6" 6" ATTIC FOYER 1 V-4" FLAT CLG. TILE (CC - -S,-- �3 4Z1 _i ce) SIM w/ SPF STUDS @ 3068 W1 36"x26" 12" O.C. w/ USP SPT4 TRANSOM ABV. GARAGE STRAPS T&B 9'-4" FLAT CLG. A.F.F. og' NOTE: FINISHED WALLS TO BE G.T. FLUSH. FIELD VERIFY. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C OP ENTRY SEE ELEV. 2'-8" 2'-8" ----------- K'�TYP. @ GARAGE 'A 00 (0 (.0 Lo rA S3 TYP. U.N.O. U') Lu T-61" 1 2'-53,, 4 T_ V 9 0 LU 2868 BA3 9'4" FLA F CLG. u:): u- Z No IRI TILE 2668 SIM w/ SPF STUDS @ 12" O.C. w/ USP SPT4 STRAPS T&B u- M - 00 _Cq ;L G.T. (ELEV. B) BEDROOM 3 9'-4" FLAT CLG. CARPET *EGRESS 00 N 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 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2XII 2 #2 SYP W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 - 13/4" X 9 1/4" <e>(2) LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVIL 2.OE Fb=2950 (2)-2X4#2SYPW/1/2" Follow QIS4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIR SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 SEE SN SHEET SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 1821X25' S.H. 13 20 X 38 3 8 18 � X 37 42 S.H. 14 20 X 50 58 1812 X 50 S.H.. 15 20 X 63 18 3 X 621 SH 16 20X72 1812 X 71 1 2 S.H. 1232 27 114 X 26 26 X 25 1 S.H. 133 3 27 1/4 X 38 8 N/A S.H. 134 3 27 1 X 50' 4 8 N/A S.H. 33 N/A 26 x 37 3 4 S.H. 134 2 N/A 26 x 50 S.H. 2' 35 27 1 X63 4 26 X 62 1/2 S.H. 336 2714 X 72 26 X 71 1/2 S.H. 22 37JX26 36 12 X 25 1/2 S.H. 23 37 X 38 38 36 12 X 37 3/4 S.H. 24 37 X 50 5 8 36'X50 2 S.H. 25 37 4'X 63 36 2' X 62 1/2 S.H. 26 37 34 X 72 362'X71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54X26 52 2'X 25 2' S.H. 33 54 X 38 3 52 1 X 37 2 S.H. 34 54 X 50 5 8 52 1 X 50 2 S.H. 35 54 X 63 5212 X 621 2 S.H. 36 54 X 72 52 21 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 16X7 OVERHEAD DOOR (2) 25 SH 16-101" 2'-0" 101-8" & 4'-8" 29'-4" 1 S-4" 154" FLOOR PLAN. 50'-0" SCALE: Y4"=11'-O" General notes R302.5 Dwelling/Garage Open i nglPen etratio n 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 R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be appliances tha are listed as flammable vapor ignition resistant. WALLLEGEND I 7_71 MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 2599 S.F. GARAGE 589 S.F. LANAI 144 S.F. ENTRY 36 S.F. TOTAL SQ. FT. 3368 S.F. INSULATION REQ. LOCATION R-VALUE /TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R- 11 /R-1 3 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. 0 LO Z �; 01FAI 0 z (0 Z V) 0 Uj U 0 LU F- E 0 (n (4 Ce) Ln CD C14 LU a) Ce) 0) C0 C M C0 E 0 E2 M M 0 8 LL 00 = - CC) a) 0 0 U) CL 0 - < 0 tm Lo 0. < 6 Al D. N G-B C If8 AE U W. 4 �p . VCQ .01 <0 z LU LU To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) z 1714 0 (3) P-4 C:) L0 > P-4 p < U-) (0 LO (3) Lf) z L_ U_ e-S CL fa ce U CL 00 < z E § ro z Lu C:) W _j C:) z ED LL 0 uj z V) z F- aW LU co z _ z < L) z z 0 0� X F- < U 2: < Z_ z L, z 0 u LU 0 U 3 0 Lo 0 V) M U 6 CI� 0 LU 04 0 z Lu z Ed LLI C:) 3: L0 rN r-4 e0*N Ln < LU c);� LU 1,1t� I- �: Ln �e h� z U C) uj 0 0 0 oe 0 < C:) j 0 U FLU �;! M ro- 0 z ro Z z F-- 2, z 1z, :0, LU z (D 0 _j c) LU 0 LL Z < 0<1 -<� P� 6 8 M < >- (=) Lr) =) ln� C) 0 CY2: LL L, " z z cl� 0 T_q < _j LU Lu c) LL 0 z . . .. 0 LU > 0 Z _j z LL SCALE AS NOTED PLOT DATE 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. F= �D 9 9 9 9 50 50 50 50 50 bo OPENING AT FOYER OPENING AT FOYER OPENING AT FOYER OPENING AT FOYER OPENING AT DINING RM. OPENING AT MASTER BEDROOM OPENING AT DINING RM. OPENING AT FOYER (VALUE ELEVATION) TOWARDS KITCHEN TOWARDS BATH 3 TOWARDS BATH 3 TOWARDS BEDROOM 2 TOWARDS FOYER TOWARDS LAUNDRY RM. (VALUE ELEVATION) AIRROR TOWELBA' CY) 9 9 9 C-31 EM C 3 M 11�� - �4 ED I - I U U EUM —Al- BATHROOM 2 BATHROOM 3 MASTER BATHROOM 0 —L0 z co 0 0 z (0 V) 0 Lij U 0 LU Lh E 0 Ln 0 C:) N C) LU I.- E (D Cl) tm ce) c m ce) T-9- 0 - CN C) L r 0 C, a) of -T 0 -Nd CL 0 Lo 0 v. < 0 a < 6 8 D. N-C B D-C XmI, - 6' 0 !Z� c:, WX cm. LL. LL. b 01 5., LU < z U) 4 0 C� L W z E W OFES E] El D 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 earing Engineer's signature and sea]. CD z r-j 0 cu 4-j C:) :3 1�0 z > U.) c) -4 C:) 0 - N 4-j V) (0 Lr) -0 V) ON < Ln z C� U 00 < z 3i E --0 z LU C:) W -j C:) ,2z 0 LU LL LLJ Z l.- V) LU Z < 2: v) 0 0 zo >. z < 0 Z 0 Q. 0� z ce z-: i � i - ro W OZ u 2 -zi, ou > LU V) _j W 2 LU LU 0 LE z C) ry- cet VL-1 ZO: 00 = Z, < Q� >— 0 0 U-10 V, z U, >< z 0 -j2LU. -j < a. < c) U. z - . W Uj z F— > 0 :!5 Z z " I —J I SCALE AS NOTED PLOT DATE 12/7/2012 TECH: MIAMES VERSION NO. 150 JOB NO: 17-1427 SHEET NO. 1 1 . 1 we. 14'RIDGE VENT TO KA J T.O.M, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HDR. C? 60 TEXTURED FINISH F.FL. 23 SH 1A3 SH 25 SH 14'RIDGE VENT 12 5.0 4'OFF-RIDGE *VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) LEFT ELEVATION SCALE: 1/4" = V-0" 5.0 T.O.M. T.O. HDRL5 TEXTURED FINISH 80 F.FL. F. V-6" 25 SH (2)25 SH 25 SH RIGHT ELEVATION SCALE: 1/4" = T-0" T 0-M — — --- — — — --- — — — --- — — — --- — — — --- — — — --- — — — -- — — — --- — — — --- — — — --- — — — — — — — — --- — — — --- — L - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED FINISH HDR., 0) 00 F.F 35 SH 9080 SGD 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = V-0" T.O.M. I F.FL. ALL TRIM LINES -j 8 X 7 OVERHEAD DOOR ARESCORED FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) I U zx I W V L-1,%1 1� �k-j%-11 A FRONT ELEVATION - B SCALE: 1/4" = V-0" 0VU0 W/36" X 26" TRANS. ABV. k414,) Of I T 0 P Lu u, �;7 (0 z U) z V) (D Lu 0 0 LIJ E 0 Cn C0 ro C) E 0 C-0 0) ce) C') C`4 a) C) 0 0 J-- 00 1:5 00 C) Cl) of (D -,, �1 U) CL . - a- < 0 -q 0) < 0 8D N C,B D-C SN rftt2 C.0 M C.) So cell' Fci 0 - L HSI �J% - LL. V,c 10 It (0 b. VE r4 LL'A 4;�%,JFLON c�b ......... APESS10 Uj T 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 seat. C) C) z 0 4-j C:) I =—; I'D C) z > U-) rr) p 4-J ,0 U-) Ul) a. U*) 0 (1) Ln < L - —u- z U 00 < ;10 § E z LU C:) W -j C) 1.0 uj LL 0 Lu zz i-- L4 r� LLJ Z, �� ix U -2, C<1 (0) opz < - 2: 0<� Z80- �� LL, zz �q -U-J� u 0 U) -=) 0 a U,, LU 64 z @ LLJ z LLJ C:) Ln (14 " Ln < LU 0 < C:) z U U -Z Z C) op -0 -. LU ZO LLI 1 0 �9 --Jj Z -j z 8 -> gm 8 - i7n C) 0 0 u.- Z LL, LL, z 0 ce 0 < <!R ICY c) Ln 2 z J z 0< 0 T-q T-4 < C,� UJ -j CL LLJ < - 2: < g C) LL > U- z LLJ LU > 0 _j Lij SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. iso JOB NO: 17-1427 SHEEr NO. 2 9 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 MAIN 0 200 amp 150 amp NEMA 1 200 AMP #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu POWER CO. FEED —A INTERSYS E 4 Bare Cu Ground T M �44 BONI�ING GROUNDING WIRE J�l TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC ------------- ---------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) _111 3" VTR kitchen 44" AFF bathroom 39" AFF —111 3" VTR laundry room 36" AFF exterior waterproof 12" AFF j___r 1.51, vrt,,l garage general purpose 42" AFF range 2" AFF 2. All trim plates& devices to be ganged, where possible. SHW 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 C/o 3" TU national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the 3" W installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. SIN 3" 2" 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. 3" 2" 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 HANSON 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling WC BOX units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate T B 3" 3" standard, either ANSI1UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 3" 9. R315.1.2 Combination Alarms: combination smokelcarbon 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 PLUMBING RISER is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and NOTE: PLUMBING RISER IS SCHEMATIC TO either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning BE VERIFIED WITH PLUMBER when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill 69 the requirement for an outlet every 24". The width of the sink or range is not to be included in the 741 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 GF KITCHEN DUPLEX CONVENIENCE OUTLET IGFI DUPLEX OUTLET ABOVE COUNTER F� E) K)Wwp. WEATHERPROOF DUPLEX OUTLET � GROUND FAULT INTERRUPTER DUPLEX OUTLET F G F.I. HALF -SWITCHED DUPLEX OUTLET 0 LL SPECIAL PURPOSE OUTLET :E2F DUPLEX OUTLET IN FLOOR 11 iGFI 220 VOLT OUTLET WALL SWITCH "3::2 IGFI $3 THREE-WAY SWITCH X FL. I E) FOUR-WAY SWITCH I _?4 $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE QGFI QGFI WALL MOUNTED LIGHT FIXTURE -111 3" VTR DBL INK I SINK I rill KS I 2 . . ........ 2" I'SINKI __I__ __j 3" TLI-B WC 3" SCALE:NTS (9) RECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN SPEC 3 & 4 KITCHEN - TRACK LIGHT SCALE: Y4"=V-0" FLOURESCENT LIGHT FIXTURE EXHAUSTFAN Az� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) /OPT. DEN El PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR '�OUGH-IN SMOKEICARBON MONOXIDE DETECTOR (COMBO UNIT) FOR OPT. FAN/LIGHT TELEPHONE (OPTIONAL) [TV] TELEVISION (OPTIONAL) [TV] 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. ELECTRIC METER THERMOSTAT G ELECTRIC PANEL Fi BA. 3 111111111IF-1 DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN < \> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR DEN OPTION </ OPT. CEILING FAN eG (1) PHONE LINE, (1) DATA PORT SCALE: Y4"=V-0" ALT I AC PAD I L F- 3: W Z �� 0 X >- Lu �= r) LU 0 > _j AC PAD nisn 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. ELECTRICAL PLAN SCALE: Y4"=V-0" 0 LID co Z U) ZU1) (D Q) C—f) 4--J LU 0 LU Ln �12 E 0 vi 0 0 LU a) co 0) M M n E 0 72 c) 0 8 " y r- FL 0 S - C.00 0 M _1�4 iZ: O_ C:) < 0 0 1q. 0-- M < 0 B Do N G-B-D-C co C14 LO M '0 OWD Lr1_1 r,- Cj 6 CC) C, C� Z C,4 C', _j _j LL_ LL. ImIL— LL U) iu� , __j LU L� LL1 4r_ . I (1) C LL CL Q_ LLJ LU U <> 'a Z 0 -0 U) '9 [if 0 co _2 Z:5 . " 0 Z 0 ro um 0 M M W LE Q�: LLj C14 (D 6cj:� 0 M 1, El 0 11 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 seat. Z rN 0 (1) r-, P4 4-J C) > U-) C:) Z 4-J N 1`0 Lr) 0 Ln < U_ Z fu a� U CL 00 < . E Z 3: Z M UJ C:) W _j C:) 0 C� Z Lu u_ U.J Z I- LU ZL, U V) 0 ro- .0 >. Z < 0 Z 0 0� LLJ r 8LU IV) LL > 0 uj 0 LL Z C) cl� uj X 0 c) Ln cl� CY 2: LL. Z _j _j L"j n LU < a- C) U. LL. Z . . .. Lu LLJ > 0 Z :� a_ W _j SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 17-1427 SHEEIF NO. 3 VENTED SOFFIT 48 SQ. FT. ATTIC ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806, The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. —CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) * RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT e SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. %, . ............................ .. ................... .. ............ ...............................................I ............ ... I ............................. % I ..................... .......... ..............................................I ....... ................................. .......... I .. .. . .... *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: * LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) f 9 = (Linear Ft. of Deck -Air Needed) * O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT :A "Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Vents Needed ZONE-3 ... ATTIC SPACE 3366 SQ. FT. lyj LL_ LL_ C3 U) C0 ILL. LE LL_ LL_ C0 C/:) M... r11 U-1 U_j F_ ATTIC VENTILATION CALCULATIONS B ATrIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off-RidgeAmt. Req.) Total Ventilation ATTIC Provided by ... Upper SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Ventilators SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided soffit ventilation Ventilation Ventilation required soffit by upper needed required needed ventilators Main 14.0 5.0 Floor 3366 3231 462 1616 115 808 900.0 ... (Zone 3) 210.0 690.0 d U:) 0.0 0.0 C-0 0 0 0 0 0 0 0.0 ... .... 0.0 0.0 F... ... LL_ .... .... 0.0 0.0 C) 0 0 0 0 0 0 0.0 C/3 .7. 0.0 0.0 M ... Lj_j .... ... .... ... *'NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS ... REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND ... IF IFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED X .%V. ........ ..... AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF ... LABELED ASWENTED", NO FIRE PROTECTION WILL BE REQUIRED. ................... t7-7 ........ ... VENTED SOFFIT ................. ............. ................ VENTED SOFFIT 36 SQ. FT, ............... I .......... I ........................................ ...................................................I VENTED SOFFIT 20 SQ. FT, ROOF PLAN-B_ SCALE: Y4"=V-0" 0 LOG z CY) CD 0 z Qz- U) z La U4711 0 Q) C-/) 4—J LU U 0 LU I, E 0 L/711 (n U) cl) U1711 00 ru C14 (D Ce) U-1 0) co C: ca co -0 E 2 r M 0 0 0 C%j y C) a) -C CC) a) -� co C) U) 0 ca a) W �� r1f .0 a C:) �d U) 0 -'T < 00) 1 lot) -� _0 N-C�B D-C A I W ave V1111i ruft'. Cj .40 U) C5 04 2E z W _j IX 44- E; z 0 LLLU It I I, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5 th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) z C%4 0 (1) r-, �—j 4-J C:) U0 1 5 ko > C:) M C� 4_j U-) 1170 Lr) (1) .2 V_ 0 < U_ Ln U CL 00 < z z E z LULU C=) _j C:) Li LL 0 z I.- � a- LU of U L,) 0 0z >_ z < 0 z 0 a- of Z z LL 8 US > 0 cf, Z.:t Lu LLJ 0 LL 0� x 0 < 0 C) ce _j 0 (Y u- V) c) Lo z 0< T-i LU CL 0 0- I_- c) ILL LL < u_ z 0 UJI 0 > 0 z 116-4 _j SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES, VERSION NO. 100 JOB NO: 17-1427 SHEET NO. 4 OIL I01 k. , 1� 1; OIL I01 k. , 1� 1; NOTE: 0 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS A 50'-O'f 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 8'-8" 18--0" 13'-4v' NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH V-8" T-9" 4'-6" T-4" T-9" V-8" 180-0" 4--0" 5v-2" 4'-2" SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE op TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING -0 MTYP. AC PAD L TYP. W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 U.N.O. U.N.O] OR FIBERMESH SLAB THICKNESS — — — — — — — — — — — — — — REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN — — — -- — — — — — — — — — — — — — — — — — 1 0? HB PROVIDE 1-1/2" RECESS' x Uj FOR SGD DOOR. REFER n- 0 TO MASON'S SCOPE 0 FALT 2$6"x2'-6llx1'- 0111 FOR WIDTH Cn W/ 4'-4'v 8" 4--0" (3) #5 E.W. 4" 9'- I AC PAD j DOWN 00 CONTROL JOINT DETAIL MIN. SCALE: 1 1/7=14" C.j. C.j. C? OP — — — — — — — — --- — — — — — — — — — — — 10 1 11 -- C? M#4 13-8 1/2" 1 17 1 S3 % 8 3/4,!n # 9'-13/8" L (2) #5 VERTICALS 0? 0? W/IN FILLED CELL rG /C)\ F- �3 7. 3y2f'M .3000 PSI CONC. SLAB % 0 FOR HE 3NANDO COUNTY ONLY 9 3Y2" MIN. 250) PSI CONC. SLAB OVER Ej 6 MIL VISOUEEN VAPOR BARRIER (D ----------- C.j. ALI % 2--6 5/ 15/� 7:-, 0'-0 ELEV. CD 7 0 1 ) C? FIN CONC. SLAB I 115- 0 Uj z PROVIDE LINE 17'A 0 co co FnR ICE MAKER 00 % % 11'-01 — — C? 7., I L- — — —j T-6 1/8" I? 1/2"' % M1 0 rA CJ, 0? t:j INDICATES FILLED CELL TYP. C? 50 zo W/3000 PSI CONC. GROUT FROM FTR. TO BEAM C? U.N.O. F- 9 80 C14 W/ 1 #5 REBAR VERT.--\\ ABOVE SLAB. TYPICAL N C? T-8 1/4" T-5 7 E'- @ ALL PLACES SHOWN 11 1/8" 6 HOOKED FTG. DOWELS d 17" EMBEDMENT W/ 25" co co C14 EXT. ABOVE SLAB C3 "GRADE 40 STEEL" co zo rA IN, �3 TYP. U.N.O. CONDENSATE LINE C.j. 50 — — — — — — — — — — — --- — — — — — — — — — :aSU 0? — — — — — — — — -- — — — — — — — — �—h — — co 4- 1 1 2-13" 2'- 10 9/16" 118' STEP % DOWN 0 !k MIN. zo A L PROVIDE 1/2" x 9" 10 BUILDER TO PROVIDE RECESS FOR FRT DOOR APPLIANCE PROTECTION VVHEN REQUIRED PER FBC 0 LU a- 0 j F— —1 rc C�� R G S IL Nt 10 80 IAI #5 CONT REINF. SEE FND. FOR TOP OF CONCJ QUANTITY (2) #5 VERTICALS PAVER TO BE 4" Uj 0 #5 X 25" X 25" W/IN FILLED CELL BELOW FIN. FLR. (D CORNER BAR ONE ------------------ FOR EA. HORIZ. 00 (3) #5 VERTICAL - REBAR,TYP. C? F- IN FILLED CELL — U N.C. )R "SEE S-3 FO i rA H B RECCESS OPT." — TYP. S3 8 'SEE S-3 IFOR U.N.O. TRECCESS iF— op r.- OP !k — — — :;t — — — — — — — — — — — — — — — — -- — — — — — — — — — — T lei TYP. CORNER BAR 4 PLAN DETAIL V-4" 8'-0" 2'-0. 161-011 2'-0" 4'-l" T-O" 4'-4" SCALE: 1 1/2"=T-0" ;1J 29'-4" 5'-4" 15'-4" 6- 50'-0" FOUNDATION PLAN_ SCALE: Y4"=V-0" (D c') 0 Z CO z C— .0 LU U 0 U'j E Lh 0 U) (n C') 0 C:) C14 E 0 (D cl) (M cl) c' 2 C14 0 O,C: 20 :S LL co co (D :3 0 i�� CD -114 . < 0 0) 1 Qow:!�- < 0 A 0 Do N,I,B CN M, '011" C Z 04 cl) 0%. C-) LU CL eL LLI W z < 0 AO z LL ONO Lu *0 �Fl,u r !9 a S �t�lffflmllp 1 . To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) z 0 1-4 4-1 C:) V) 1 5 ;.0 z > U-) ro C) (y) f0 Ln -.2 v- in b rl < U- U) CL z � re) fu q cl� U CL OC) Z 3i E z C:D WLU -j C:) z LU u- 0 z LLI z M - 2g: 8 25 --0 L U LL z bl� Lr) < ccl 2: z LO 0 -J a. LU LU -j U. z LL z .. Z) LU > Z 0 :5 z CL LL SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1427 SHEET NO. 5 A� (2' 11 ce) U') 0 0 /-GTYP. U.N.O. LO CY) 0 0 C) Cj1A CJ3A CJ5A FEA CJ1A CJ3A CJ5A K EPA EJ7 E A z - A 0GI 2 A18 A AT 24" O.C. A16 A14 Al2 Al) FYP. AE J.N.O. A6 A4 A21. I /00' A ,� TS3 TYF U.N. A S3 rA2 TYP. U.N.O. AE 110 @A TYP. U.N.O. A-) Al q�el Al 1 Al T, CD Cn y ULLLBdAl�e wx� e v— A1!j (TOP @ 11 411) IM55 fo VK \K3 WA1 CONNECfION PY %IMP\ 1'4'' T\AY CL6, Al 7T K5 f 13- _D1 2 z ni 13 I D, B2 @ LO 00 A �MVK5LEON NTR@O ( ENTR MVK5 D1 MVK4 13�3�j zz k 0 A '\1 X M F r AF 134 CA 7 MVK4 Cj�l CJ3 Cil 4 EJ7 D1 EJ6 —1 E3 Di P. @ HIGH RO ENTRY. DA3 001� 4 EJq ICJ" Ci D1 0 0 0 TYP. \"@ UA 0. (2) TYP. AT ENTRY HIP CORNERS U.N. 0. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 - 1 Od x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1400 1400 110 - 10d X 1 1/2" IF HHETA20 2235 10 - 10d x 1 1/2" 1 G H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10( H HTT4 3610 3105 5/8" ANCH. 10 8) 10dxl -1 F2 HTT4 2715 5/8" ANCH. /(20) 1 Odxl -1/2 i HTT5 4350 3740 5/8" ANCH. / (26) 1 Odxl-1/2" HTT5 3225 5/8" ANCH. /(28) 1 0dx1 -1/2 K HD3B* 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B* 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B* 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LLJS26 1165/1070 1005/915 8 - 10d x 3" JUS26 111511060** — 8-10d P HUS26 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" HUS28 200014220 172013125 30 - 16d x 3 1/2" HUS28 2570/4345 — - x - R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW1 2 1195 1005 14-1 Od x 1- 112" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 100 - x - U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "XI HTS 20 1450 245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" spi 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12- 10d SPT24 1030 12-10d HCP2 645 555 12-1 Od X 1 1/2" MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MMUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 I 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. ROOF FRAMING PLAN B. SCALE: Y4"=1'-O" 120MPH ENCLOSED (A) OR 2 PLY 'ARRIER --m N N N + 12PLYCARRIER--J —(A)— x CONT LEDGER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 LO z Q- z Q (D C—n LU U 0 LLj V) 12:� 1, E 0 Lo LLj a) ce) 0) Cl) c: M co a) C) LL 00 .00 3U) 0 co CL C) 0 , < 0 LO W IT 0- --:' 0) < 0 AN-C-B D�C A Iwo z 0 ca A M LU uj 1-U W UE C. b3t - 0 0 C� 0 OE 2 ..* 0) LL zout belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature a the drawing pages bearing Engineer's signature and sea]. C) z 0 1-4 4-J C:) =) 1,0 C:) > ) fy) U C:) , ry) 4-J U-) (0 ul < cL Ln (n (1) 0 Ln < "OE: z fo U 0-00 z 3: ro Uj C� W -j C:) t�o 0 uj LL LLJ Zz 1-- 4 Ca < uz, �1. 5;7 L, 0 0 CZ) >- z < 0 z 0 CL ry Z >- LU 0 (D U i5 < 0 x 8 �0 rsj LU I u-> C) LU 0 a Ln LL U- z 0< 0 U- LLj Lu 3;7 c) LL 0 LLJ > z 0 0 ry F--q -j SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1427 SHEETNO. 6 A Z: ALTERNATE POWERS GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL 1011,771 -7� C) CD 8F8-1 B/1 T 8F8-OB11T Z AT TOP —7777 TYPELE3iG—NATION #5 REBAR AT TOP #5 REBAR V F = FILLED WITH IN. (1) REQ'D MIN, (1) REQ'D 1-1/2" CLEAR < GROUT/ U = UNFILLED 4 8RF14�1'13/1T 8RF14-0B11Y R RECESSED CLEAR % 11". " = — P, QTY. OF #5 6 Z OF LINTEL CAVITY __C REBAR @ BOTTOM T, M.U. L 0 UJ �C.M.U. Li 60 co U13 k LU Z -I- � � -S . -- co C) B/1 T La E CF E� 0 4 —GROUT :r W Lu Z Eu 30: U-Z Z� U C) (1) U. LIJ QUANTITY OF o U) 0 E tNOMINAL. —45 REBAR AT X W #5 REBAR AT 0 BOTTOM OF > 0 0 Lu �_ 1P (n WIDTH 0 (1) Lo #5 REBAR AT BOTTOM Cn 0 ------------------------------ TOP LINTEL CAVITY Z X 00 0 77d r- 8F2O-OB/1T 8F20-1 B/1 T 8F1 6-0121/1 T 8F16-1B/1T NOMINAL- ""OTTOM < < AS INDICATED F F__ LL 00 REINFORCING U) — �- X C\1 HEIGHT lk-- 0 a) ce) 7-5/8"ACTUAL PROVIDED IN LLJ 0) Cl) C C) 16 GAUGE POWERS 0 0 cli 8" NOMINAL WIDTR� LINTEL E 2 - (VARIES) STEEL BOXED LINTEL a) r- LL 00 4k E, H a) -5 - co ,;*� " =,"', -- 0 M MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) (J) _�d iZ1 1. fc precast lintels 3500 psi. a ONLY IF NOTED ON LINTEL PLAN 0 CL U-) 0 q 2. fc prestressed lintels = 6000 psi. < ch < 3. grouted per ASTM C476 fg = 3000 psi wl 1. Refer to manufacturer's specifications for installation. 8RF6-0B/1T 4. maximum 3/8" aggregate and 8" to 11 " slump. 2. Contractor to provide proper protection of lintel to prevent rusting, =4�4 L -1 5. Concrete masonry units (CMU) per ASTM C90 wl N C-r-D-C Refer to manufacturer's specifications. minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. Prestressing strand per ASTM A416 grade 13 D. 7. 270 low relaxation. tit Wft.. 5. A bonding agent must be applied to the Steel Box lintels prior to 7/32 wire per ASTM A51 0. 0 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 04 N \$_* loil 0 -1 B-2T ____j 81=20 All GENERAL INSTALLATION NOTES 29.2 Provide full mortar head and bed joints. 31! "k UK 8RF22-1B/1T 2E 8F24-0I3/1T 8F24-1B/1T Shore filled lintels as required. 2. rL 0 3. Installation of lintel must comply with the architectural and/or structural drawings. IL , _ 4. U-1-Intels are manufactured with 5-1/2" long notches at the ends to accommodate Z: %:Z Z: vertical cell reinforcing and grouting. <.CL 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4 and 0 ca C) "C�o longerwith a nominal heightof 8" meetorexceed L/180. A� 6. Bottom field added rebar to be located at the bottom of the lintel cavity. �PJOE*N-- FLC 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z -in-place concrete may be provided in composite lintel in lieu of concrete A;' 8. Cast WL LU r % masonry units. A 9. Safe load ratings based on rational design analysis per AC1 318 and ACI 530 -P 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11� The exterior surface of lintels installed in exterior concrete masonry walls shall have To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved Z: coating. belief, the structural plans and specifications contained it in these rawings comply with the Florida Building 12. All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of 4, 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) % loads shoud be checked for combine loading with the following equation: the drawing pages bearing Engineer's signature and seal. A 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Applied vertical load Applied horizontal load , AL Safe vertical Safe horizontal load <1 .0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE + load ASSUMED TO BE 16" MINIMUM DEPTH. U 0, 1, — 0 !] 16 U:, b I L* , 01 0 - 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE CD 8F44 1B/1T8F4O 013/11T 8RF400B/1T 8F32 1B/1T 81732 OBIT 8RF30 1B/1T 8F28 013/1T 8F28 1B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH C:) r0a 110) THE ELEVATION DRAWINGS 1714 (9 ou T 9 0 W N 14 4-1 C:) 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. p > Ln 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED i ra Ln < -0 FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED a- w -L— 'I- Z 0 FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. U_ fu ce U 0-00 Z < § E Z POWER STEEL LINTEL IS AN ADEQUATE UJ C:) _J C) SUBSTITUTION ALL LOCATIONS UNLESS W 110 NOTED OTHERWISE AT OPENING LOCATION Z Lij LL 0 UJ Z V) Z UJ CO .z<o or- Z 0 CL of Z>-<U2:< u F<- Z Z UZO a:Lu :5 ED C� _3 a_ U 0 LO Z) 3: U C) 0 4 0 Q� 0 C:) U = 2 uJ N T_q F a. 0 Z LU Z: Z ce L9 MIN. C:) Ln 11714 D1 (1114 Ln < _J LLJ LLJ Z U LU 0 0 0 U L�L_l �! C-0, 0 0 < C:) 8 0 LZU LL- Z Z C:,>, 2: �Z_ I n Z11 :0, Z LU I'D Z uc) 9 0 CL u- 0 u- Z Q� U, CY LU 2: 0 C:) CL <tE 2 0 OZ)2:u in 01 - V) Z c) Lr) Z < LU �e uJ 0 T-4 _J < 2: LJJ I— c) LL < LL UJ Z Z > 0 Z [711 1 1 1 1 1 1 1 1 1 1 SCALE AS NOTED MIN. PLOT DATE 12/7/2012 (�) M I N. TECH: ERAND LINTEL PLAN VERSION NO. 100 SCALE: Y4"=I'-O JOB NO: 17-1427 SHEET NO. L 1 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) 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 Y2 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 TRI 1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 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 BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3, UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1,6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40PSF 2.2.4. BALCONY AND DECKS: 60 PSF-U NDER 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: 40PSIF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 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 A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-1851A185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-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 (318" 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 W1 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 W1 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 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSITTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS 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 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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 1557-02EO1 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 s n which identifies the termite treatment provider and need for re -inspection a4treatment 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/s ,Trinkler systems includin allrisersand 1 -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FRC R318.7- To provide for inspection for termite infestation, between covering final be less then 6 inches. wall and earth grade shall not Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - �&,,?,rete overpour ind mortar along the foundation perimeter must e remove e ore exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure 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 b licensed pest control com�any before a certificate of occupancy will be issued. Tgeacertificate of compliance s all state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 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= 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: 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 PROFESS IONALSS HOP 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)/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 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 Y8". 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. (D 11111772) (0 � < 0_ U*711 Q) C-10 4--J Lj_j U * -E-2 0 Lij E V) 0-1 V) 0 U) (n CY) 0 C:) C\1 (D Ce) LU E 0 0) ce) c C) 2 C') 0 CN q _117 a) Rig a) C) 0 FL 00 �OD 0 10 2D i::- C/) CL C) Lo 0 "t < 0 0) 0- < I N-C-B-D C 0 0 0 21 C, p,;- CA- _j L4 rS ca Uj LU EN .2 F L H 21� Z LL V",t W I �P,/ J-4 O'C%FESSI I I fill, 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) Residenti al. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) C) 0 �-4 4-J C) U0 - =) z >LF) CY) F-4 C:) f0 Lr) 72 R:r V) Q) Ln zQ� < LL U CL < 00 z § E Z Uj C:) LU _j C:) ko 0 LLJ u- z V) - z �- - CL ui �. E < LZLJ H 1- 2: (n 0 0 80,2<5 2-1 Z 0 CL M z < U 2: < z Z Z LLJ z 12�i 9 11 C:) U W 8 LO :D j�: 0 0 0 �_ 0� 0 U LU 04 EL 0 z z LLJ LU _j C:) Ln r_j r-1 L0 < uj < LLJ F- < U-) ��e z U LU 0 0 0 0 C) (_) _j 0 1;2 � LL W _0 Z 0 Uj I_ z=:)2:0z 01- z Uj LL, 0 C) z 0 LU ,0 - L<r) 8 LU 2: U_ LL. > 9 0 U0 C) COL ,, LU 0 LL Z < ce z 0 < c) Lr) ::):D 0 C), 2: LL Lf),n z z 0 T-4 T-1 _j � LU < _j < CL he LU a- � 2: c) U < 2E LL z Uj > 0 Z z _j SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . �- + + . . . . . . . . . . . . . . + + + C:) . . * . . . . . . . . . . . . . . . . . . . . . . . . + + 4+_ + + + + + __ + + + +1 . . . . . . . . . . . . . . — + + * + 4- + + + + '-0" (TYP.) + + 6'-0" + 6-0" ____7 / + 4 + + + + + + + + + + + + + 4 + + + + + __+_�+ 4- + 15/32" CDX + + + _+ < + + + + + + PLYWOOD OR 0 + + + + + 7/16" OSB + + + + + + . . . . . + + + + + + + + +_ + + + + + + + 9 . . . . . . . + + + + + \ 4- + + . . . zo t + 4� + + + + . . . . . . . . . . . + + + + . . . . . . . . -4- - F + —h]UUr- LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0,280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: 1� FOR 8d RING SHANK NAILS 0.1 13x 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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x 1- 1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap N1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVI DE 2x TO FI LL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam beloi consideration. Check --f local building k1/16" 101-011 code for appropriate details in One 10d box TANK -LESS W/H areas=20 of high or=20 sinker lateral load. nail each side M at bearing. 51-011 STUB -OUT FOR GAS METER 0 9 H C G 00 0 IV U, 9 1 I -Oft = 0 - 9 LO - 0 F-- 0 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER OFF 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12' -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2"X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1T-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�4' (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24"O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'4' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1IT-O" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-411 (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED POR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam Boise Joist Blocking I J.-,p 3" (1 Od) nails at 6" o.c. Q�:� Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST CKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (K NOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM F C/ LU I= STD. 90' CONT. #5 BAR CONT. #5 HOOK BAR USP MUC N, 11 1 #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT IN 11 L IF— V BOND BEAM STEP 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 TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 21, max Small gap 2" min " ' . max . Clinch nails when possible Tightfit LL] \ 2x4/PIywood1OSB web stiffen er 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bead ocation e Series I Depth End Intermediat BC] 5000s 9-1/2" 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d -5--8—d BCI 6000s@) BCI 6500su 9-1/2" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11-7/81, 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads 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 I-,— Load bearing wall must stack over z blocking and wall or beam beloi Use 1 0dx3" nails at ii for all joist blocking panel *Non -stacking walls require additional consideration.— A ROUND HOLE MAY \-DO NOT CUT HOLES 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT 41 #-ROUND IN FROM OTHER HOLES LEAST 3" OF CLEARANCE CANTILEVERS, MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: l. 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 R 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. OUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. FWhen joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Plumbing Backer block (12" wide min.) Nail with 10- 1 Od nails. �-�Install tight to top flange. Filler block. Nail with 10-10d nails. mount hanger load exceeds 250 lbs. Backer block required where top Install tight to top flange. 1/4%2" gap_�_ Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. Uc 1 M1 R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 01N. EMBEDMENT SCHEDULE FOR : AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC - SLEEVE THRU STEM WALL I L -0 7�. FINISH GRADE SLEEVE THRU STEM-/ SEE PLAN FOR—"�".* FOUNDATION INFO 4'' STEM FOUNDATION GRADE REINF SEE PLAN 4 4 r1v11 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E PENETRATION� 12" BELOW GRADE .4 A -4 PLUMBING LINE PVC OR SCH40 SLEEVE F SEE FND. PLN. SIZE & REINF. `I PIPE VERTICAL THRU FND. A PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENETERED @ PIPE PLUMBING LINE I PENETRATION /F — A . 4 -------------- ---------- A A 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 4 /,d/ _\ A 4 4 11 4 SEE FND. PLN. SIZE & REINF. 0 0 (D < Lo V) (D Q) LU 0 U ULJ 0 Of V) E 0 Lo 2 0 C) r- CN a) LU E 0 n 0) Cl) C Ca Ce) F2 m co 0 8 " q M: a) 4) In - 0 :F; u- co = _C0 0 III cf a) _1z 0 < U) U-) 0 CL < B D. N*C*11-D,C *CF) �1�1 z cs cot) LL. C P A\ . . LL IN 0 Lu. CL 40- 0q: MCA 9 - 64 0 10 4LOE"6 .2 C z F L CA *'p, ........ OFESS, 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) 0 a) N 1� :LJ C) U') =3 t.0 C) z > U-) rn or) C:) 170 L0 :2 L_ U) 0 z a) — Ln < U_ z CY) 1170 .q ct� U 0. 00 < z E WUJ C:) _J C:) 0 uJ U_ UJ z (n z IL �i 5 ri 0 z ro- 0, Z 0 3- of Z >- LU _J rNIJ _J i- g LU 0 2: 2 L>u;� 5�_ C) U.] 0 u- z UJ < Cif LU 2: 0 <1-00 > C) Ln =)!), <,:ii in Q u- V) z z 0 "1 r—q UJ < _J 121- �z Lu < 0- < o U_ < i- z LU > 0 Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Fp') VARIES P�� I INS 5/8" OR 1/2" H IG H STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.0 . WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONIAL NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C.-/ U �j Hr 2x#2SPFSTUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & 6 5/8"OR 1/2" HIGH STRENGTH \--TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X"@ W1 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR -------2"x S.P,F. (OR EQUAL) STUDS @ 16" O.C. U�N.O. USP SPT24 HGT. FOR WALL HGT. !� 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT, < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ')� D T DI AT9: 1/4" DIA X 3 1/4" TAPCONS nq 24" O/C & c� Q1 AP A. P1 nrIV on n IV) rl-r 17) TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --�1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE 11 (#30) @ 6" MAX FROM END OF 2 x PLATE E 5/8"' x 10" "J" BOLT @ 24" 0. C. W/ 5/8"' x 10" "J" BOLT @ 24" O�C. W/ or or 122 CONNEC I OR UNDERLAYMENT FOR ROOF 2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2-0116" PLATE WASHER (TYP.) 700/16" PLATE WASHER (TYP.) PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH C, ELEV. 01-0.1 (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE 41- O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR (2) LAYERS TYPE I OR TYPE 11 OIL x 6 W1.4 x W1.4 @ 24" O.C.) //1' 6 x 6 W1 4 x W1A 4 A. F. F. @ 24" O.C.) 21- 211 (#15 OR #30) UNDERLAYMENT :1E I WWF OR FIBERMESH WWF OR' FI BERMESH FOR ROOF PITCH 4:12 OR 4 0 3 1/2" MIN. 3 1/2" MIN. LESS. 9 ELEV. 4-3 1/2" 9 4\ 4 4, 4 0 A. F. F. 0 if I - -1 1 2X4 CONT-:--/ U- A-. I 11-111-1 PRE ENGINEERED WOOD -1111 " 1< A - -All I I I I ft:tl I I : - 1 2� Md I IEI I IE:I'� 1/2"(min =1 I I I It— I I� A � 5 1 , I KU,)b �CV Z4 U.U. U.N.U. HURRICANE ANCHOR @ EACH III FIE I I V =1 - - MI ;P , I , 'I, � 4 ' 4 C"! 4. 4 4 00 41 TRUSS (SEE UPLIFT SCHEID.) W/ IIv �-F GARAGE DEPTH VARIES 4, METAL PL. UNDER EA. TRUSS 4, MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. L- 4" 11-411 8" SHINGLE ROOF U.N.O. MIN. //��7/16" 0 ' S,B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 WALL W/OUT UPLIFT rG G'� SEE TYP. WALL SECTION SCALE: 314"=V-0" S3 17' 177) A n I E) GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 TYPICAL BEARING WALL STEP @ SHEARWALL "SHEAR WALL" SCALE: 314"=V-0" ELEV. VARIE§j U Li I II-jI14t-%L- IDL-I-X INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA I.N.O. 12" 2x SUB FASCIA EE SOFFIT S S HEET LOADBEARINGOR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR ---- G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLTINFO. (IF NO UP LIFT ON TYPE 'IS" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. ARCHITECTURAL FINISH 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. STU DS @ 16" 0. C. BOUNDARIES, 6"OIC EDGES, AND 12" O/C FIELD. - ') QTHr) SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �g,�N '6 s 00 �� -''' M' . . A -1 1 1=1 I I= - I 3 1/2"(min 4'� I F IE- (2) 4" U. N. 0. TYPICAL BEARING WALL @_STEP CC SCALE: 3/4"=V-0" (S3 A (2) ROWS OF 2x BLOCKING @ 1/ -T (1) ROW 2x BLOCKING @ MID HGT. 8" C.M.U. 2x STUDS @ 16" OIC t555�� FOR WALL HGT. !� 8'-6". (2) 7 1 "x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS 5�z FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER FNMLETAL /2" GYP. WB (M I N.) @ GARAG E "J" 5/8"' x 10" "J" BOLT @ 24" O/C W1 2"'X 3/16" LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINU OUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. I 5/8" x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. . @ K.O. BLOCK -5/8- EXPANSION BOLT @24 " O.C. 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W1 6 x 6 W1.4 x W1.4 WWF OR //�2 P.T. PLATE 20" M I N. LAP [24" M I N. LAP] x x SPACE ANCHOR- 3500#, MIN. TENSION 2600#) -i E SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM �OM 6 x 6 W1.4 x W1.4 C\l P.T. PLATE EEP SCREED INSTALLED BAR / < X Uj END OF 2" x PLATE WWF OR FIBERMESH � ----2x FINISHED -1 C� E PER MANUF. X 0 #3 OR #4 REINFORCING BAR X Uj L I> C.) �ASSUMED GRADE z 1> FINISHGRADE 50 2 GRADE 40 MIN. Fy= 40ksi x Zj #3 & #4 LAP SPLICE 0- [GRADE 60 MIN. Fy= 60ksi] U) - 1[= I IF (1);F5 VERT, IN FILL Z: 25" =1 � =1 MONO OR STEMWALL--,, MIN. LAP [30" MIN. LAP] / < x -j 1/2" GYPSUM WALLBOARD 7 x LU '11 IE U.N.0, P yj 00 6 MIL VAPOR BARRIER t> C? U) CELLS(SEE FOOTING MONO SHOWN D, FOUNDATION PLAN -171711 i=-i �g.. FOR CLARITY -III- R 17/8" t> ----#5 REINFORCING BAR FOR LOCATIONS) 1> - III I 1x4 P.T. BASE NAILER CONT 111-1111 11=i K #5 LAP SPLICE -JELI IE 4"x4" INSPECTION 2 (2) #5 .. .... PORT AT EACH NOTE: 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8" 3 1/4" BASEBOARD COMP. SOIL. (COMPACTED To (TYP.) I 'j, I FILLED CELL TYPICAL *FOR BEARING WALL J I Ej I I 1 101, W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM m.11t. =1. 2, x �:77�7/ AT GARAGE CONTRACTOR MIN. 2500 PSI CONC. SLAB D1 557) - 14 D,�, I 1�ti,'Ll r, �,W 1-=,,711 1 '-#6 REINFORCING BAR #5 STD. 90 HOOK 4' MIN PSI MAY VARY PER U) I 1HEI I I --I I 1= 4" 1' co TO CUT BLOCK OR POUR MUNICIPALITY. #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 n CURB DUE TO SLOPE WALL W/ UPLIFT 1AI1 AYIA11 A IAAA/P r)p /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F� rG DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. X,� 00 6 x 6 W1.4 x W1.4 00 3 1/2" WWF OR FIBERMESH 6 M I L VAPOR min.) 4"--\ z BARR!!""",,� 4 -4 GRADE A. t> I [E., �2 COMP. SOIL. . , , , �\ g, - 00 F1 5; H=-I 1 1-1 1 1-1 1 1-1 1 [-1' :-7kIjffUrir-D1-X w/OPT. (COMPACTED TO 95% EIT I I MODIFIED PROCTOR ff-I 1 11 I -XI I =1 I I E'E I I 1E., I 15; I IE1 I IE I E� �,L!��NCLOSURE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. -P, ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN.' U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-13" � �3 SCALE: 3771 7, �, �3 OPT: DEPRESS SLAB 5J/2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS TO.H.D. RECESS A �.A I. .�A A. 7 -7- .-7: I M I IEE 9 1 =1 I 1=1 I co U -I' "A' I LIE, E Fir="T I= SEE AIS3 OR XS6"1911�1111vl I]-, 1 1-111 , FOR REINF. INFO. 11 MIN. CLEARANCE 114" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1'8" (2 STOR") GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT - 13" O.H.D. RECESS C Cl) A A. A 'T, o? 4" 1=1 I a I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1-4" (1 STORY) V-8" (2 STqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" �� 3 SCALE: N.T.S. �3 SCALE: 3/4"=V-0" 1 1/2" RECESS FOR VARIE x 6 W1.4 x W1.4 SEE PLAN FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 'E 1 M 10d NAILS TO TRUSS TOP CHOR FOR TRUSS 4 j AT 24" O.C. M CONNECTION INFO SEE PLAN FOR TOP OF BEA & LAYOUT DESIGN J SEE ROOF PLAN Cl? IEEE E I F%.Jr-I 0 1 r%Uk, I Ur-%ML BEAM SIZE & T11 A CONNECTION INFO 7 --,,11 n Inn- 2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. z ATTACHED PER NAILING Cn 0 OPTION #1 LU �- 0I,,nIZUULIZ x 5t SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. SLAB INFORMATION. ES LU P.T. 2x > -j e. 2", HOLD GYP. BD. LU SLAB STEP & RECESS (�D S.G.D. rM 1/2" FROM SLAB LU CONT. BEAD SEALANT (n _,--SEE FLOOR PLAN FOR SCALE: 3/4"=V-10" � S3 INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" GARAGE CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. --INSULATION PER CHART STAGGERED, FROM BOTTOM PLATE TO CONCRETE �2" ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB x 6 W1.4 x W1.4 co WWF OR FIBERMESH co c? IIIUJI Cl) 6MILVAPOR BARRIER I T 01= 4" 41' INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" 1,,,S3 Y-13" FIN. FLR. & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS ION N 0. TAPERED COLUMN FRAMING �C�Dl 2 SCALE: 3/4" = V-0" MASONRYWALLAND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c� TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFORCING. i�! 00 GRADE U-1 z 4 Z -j LU LU D I-1 I I -El 1- 0- LU 0 : 11 1=1 I- 0 LU (n LU '4 < z 0 0 < co = U- 4 < - El I 1= FOOTING Ed I 1E1 I El IHEI 1174 11- I 1=1 I El I 1E71 I Ed I U-11 --.I I El I 1=1 BEYOND PAD REINFORCEMENTJ 3" MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. �3_ z Cl) 0 C) z 1.0 z V) (D (1) LU 0 E V) 0 U) C:) C) CO I- C"! C CU M E2 M m - " all 0 -2 c) ILL CC) a) C) 5 OD 0 0-0 0 < 00) Lo v. -0 C,B D C U"- LO r- wg z P W W LL. LU CL q� Z U, *& F L LLI U, ....... s To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z 0a) N P-4 :Lj C:) UO :3 tO C) > p N i1A ru Lh J V) a) 0 Lr) L- LL C)- z OC) < z E' z C:) WLU -j C:) 0 z L 'o U u.j zz LU on < Lz, U 1- 2: L,) in 0 C,) >- z 0 Z 8 < 7, �Ez4z,�<-zz 0. � a,: _U U C� 0 1,) n- U') Z) 3: U 0 o, 0 C,� 0 C:) U LU N 0 z @ z LU LLjj C:) T--1 L0 r*4 (-4 Lr) < LLJ 8� 3:: < LO �.e 0� z U in 0 < C) LU 0 U Lu 1-- zLn ca 2 E oz, -0� Z L�U: Z, z CY Z) ZO LL'- z< 0, LLj (D -1 > 2 L>U --J FT C:) LU uj 0 u- z rL C<, � C<,� �-- 02: on >- C:) 0 U- 0 Lr) z z 0 < Lu CL LU CL c) LL z LU > 0 Z :5 z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. S3 (MONO) L %L-� LU 4 ;Z (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER ////,--SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID PO I NT w/ (3) 12d TONEAILS SPACED DOUBLE2xTOP EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 1 Od @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING 17Z.A --(2) 2x HEADER �Z-g PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 1 Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 SEE TYPICAL WALL SECTION SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED I SINGLE 2x CONT. BASE N 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" OIC EDGES & 8" O/C FIELD A USP SPT22 @ EA. STUD ---- 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX - W/ 8" EMBEDMENT 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90AHOOK IN K.O. BLOCK 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.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. \rp -1 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 2 1/41 DRAIN WALL CLEAN —OUT rA SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT---\ BLOCK W1 (1 ),,5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 11 ;�- "11 11�� , I . 11 -4, STD. 9(f HOOK 8"- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wl' (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION R Y7 I] NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PRC�VIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL - MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE � I _j < x W > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL _8x8x16 C.M.U. GARAGE DOOR-----. GARAGE DOOR ROLLER GARAGE FLOOR CONNECTION ASSEMBLY TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 1 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK '1 4 IBOTTO POURED CONCRETE BASE FOR 'ASE M OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8,, 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL* EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. D� MASONRY LAYOUT SCALE: N.T.S. 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) BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LTRUSS BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 4 < DOORSTOP LU MOLDING < a- 2x TOP PLATE U) GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. O.C. MAX. 2x STUD @ 24" PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C� 2x P.T. PLA FSTAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS t7 FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL (-j TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. SCALE: N.T.S. S4 S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 1 Od x 1 Y2" @ 24" O.C. 10d NAILS @ 8 O/C TYP. DOUBLE 2x CRIPPLE S1 . UID TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V- 4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9- (2) 1 (3) 1 (2) (2) I (1) LISP LSTA30 9'-16' (3) (4) (2) 1 (4) (2) LISP 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"xl 0" OR D;� GREATER HEADER R \--(2) 2x HEADER SEE PLAN \—INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS. ONLY EXTERIOR HEADERS (1) 2x S ILL PLATE W1 (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE ""-2x STUDS TYP. _YP. U.N.O. SEE NP /-USP H17161 HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIf \-P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. � �4 -USP SPT4 SPT241 us 2X STUDS @ 24" 0 C P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) S EE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) Ty7p.) 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" TH IC K. /-CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL-` H I W/ STD. 90' HOOK IN K.O. BLOCK a�n_ ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF ROWS � NA LS To- PLI 41 E SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL U EXTERIOR ST IDS W/ 14) 16d TOENAILS TO'FOP PLATE NOTE: LIST BE BOTTOM SPLIC) PLATE LENGTHS M AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. F= 2240 LBS �4 USP ('C UOr'%:)r'1-+j SPT241 [TuOt- Or- I'+ E�-- 10 ST J- M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \\-NAILED INTO TRANSOM FRAMING _USP SPT4 USP SPT22 USP SPT4 7. I "\- U. A 2X8 P.T. BOTTOM PrTE USP \-5/8"X`10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) uOr or"'+-] SPT241 SP SP -US SP TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS -RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP_ SPT2 SID PT4 VS _R 9j. - � 4 14< 4 zy'd H. 1. bu I I OM PLATE L5/8"X`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2XTOP PLATE OVERLAPPING NAI LS @ 6" %GGERED 3OLTS @ 24" O.C. kX 2X P.T. PLATE IN ROOFTRUSSABOVE /_ 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 @ 2-10" O.C. -MASONRY WALL T4 10d NAILS@ 4" 1 Od NAILS @ 6" O.C. STAGGERED A STAGGERED "M 0 TRANSOM FRAMING 0 BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 SHEATHING WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C EDGES & 8" O/C FIELD —PLYWOOD SHEATHING MASONRY-- P WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S.' S4 Z C') 0 0) - C) 7' co L/) (D Q) 4-J LU (Z C� U 0 W E V) ZD 0 C) -2 M I cli LU E 0 (D M 0) co C M co 2 M 1 0 0 9 CD LL 00 12 I ry a) U) MO 0 _�e < 0 0) LO "T It a 1 0) < 0 N,C�B -D-C T8D. % I ti@r_74 p%, 9 0 0 N.R! E- CIPI �j ELL. a I CL -0 04 UU z 0 4 .'C� , .- Cq lcn- �a)�, 9 6 4-i FLO LL 4 _5*1 LLN ......... v ww': 'Vi 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 n sea is on y r t e structural engineering portions o the drawing pages bearing Engineer's signature and seal. C) C) z N 0 a) N �—j 40 C) C:) z > U-) ro C:, N ro Ln .2 1- 7 U) b N a) - LO C LL_ z CL rt) fu q cl� U CL 00 < I. z �i E -I z C:) IT WUj _j CD 110 Coe U-1 u- 0 Z _ v) a: LU � 0� Uz, U v) C) 0 1E 20 zo i " z U z ll� z < < < zz =�- �� Wz (D � v I., W_ C:) L U, 8 OLO OMM cec U=0 LUN ts- T-11 V_ l_ 0 Z I z LU t.- j C) T__1 r1_. Lr) rl�j Lr) zi� < U) z U LU 0 0 LIJ _j 117*64 t,5 i_- - �� 2 0 LU Z �- 02 > 9 0 C) LLJ LLJ 0 LL Z < ce - 2: 0 �, 012 0 C:� Ln <!;� 0 2: u- a V) CY z U) z 0 < _j 16 LU _j a. �,e Uj 0- c) LL < 2E u_ z LLJ > 0 Z z P__1 _j SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. S4 USP HGAM 10 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 BACKNAILW/(2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERz @ 24" O.C. NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ TOPCHORD SHEATHING DETAIL EA.OUTLOOKER 2"x4" BLOCKING FOR�_X.. OUTLOOKER FIRST FOUR 7A x @ 24" O.C. ROWSOF 45' 24" MAX. f2U. " M X TOP CORD BLOCKING 45*± 4 2X4 CONT"L" BRACE TRUSSES @ S P RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER x 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" O/C. Ej EXTEND @ LEAST 90% OF MAX. & (2)1 Old TOE NAILS @ /r 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7116" OSB SHEATHING r THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 1 Od NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD A @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOC \-WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dxY @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" 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. T INSTALLED PER MANUF. PLATE SPLICES W1 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. �5 SCALE: N.T.S. \\ �5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP x CHORD BLOCKING 00 00 INFORMATION 111J2 WOOD TRUSSES 00 00 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 OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") 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 5 1/2" 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 BEARIIqG LOCATION � �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 2"X4" OUTLOOKER @ 24f'- O.C. W/ (2) 10d PER JOINT 1INIMUM 2x 'ROSS BRACING -�7 SEE PLAN FOR OCATIONS) 1 Odx3" O/C TOENAILJ 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT ww ww wiv, tr 2'W" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL RUN ALTERNATE NON —DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ZX4" 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 SEESTRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL- IG L TOP CORD BLOCkING USP RT1 6 OR EQUAL @ NOTES AND N AILING FOR FIRST FOUR Rows 24" MAX. EA. OUTLOOKER SCHEDULE FOR OFTRUSSES @EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE S BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED A T RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END ALL 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 (2) 16d NAILS END TYP. TOP & BO TTOM ATTACHED W/ ( ) 6-d O NAILS 2x4 PANEL BLOCKING 48"A 2x4 BLOCKING 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 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. W/ 2x4 OUTLOOKER (2) 8d @ 6"O/C F16BACKNAIL d NAILS @ 24'f O/C 42� TOPCORD WOODTRU SSES _17. BLOCKING FOR x USP RT1 6 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF 21 SHEATHING TYP. BRACE TO EXTEND r'L" A'T LEAST 90% OF WEB LENGTH ( EE TABLE) TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS 'll OSB SHEATHING ATTACHED t W/ 1 Od NAILS @ 6" O.C. ED ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR r 1/2" SCREWS �,M._��SCONNECTION 2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SECTION ("9 SCALE: N.T.S. `MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2)12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24" O/C —F BLOCKING FOR LTOP CORD USP RT1 d 6R FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. - SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PL YWOODOR 7/16" OSB SHEATHING ATTACHED W/ 1 Old NAILS t @ 6" O.C. EDGES AND 12" I O.C. FIELD /_(2) 16d NAILS 1�2x4 "T" ON TOP OF PANEL "MATX r5o BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C USP HGA1 0 @ 36" O.C. DBL. TOP PLATE STUD WALL (SEE TYP SEC ) 2x4 BLOCKING-,,, --W"T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAIL SCALE: N.T.S. �Iil� 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL JW�h_j �4 GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. �5 DIAPHRAGM BLOCKING @ —4 48" O/C 1 7 rT5�� ,-GABLE TRUSS TRUSS VERTICAL . . (2) 2"x8" 1" BRACE USP SPT24 @ EACH STUD - FASTENED WITH (3) 16d PER SIDE SECTION 4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. 2 x 4 BLOCKING W/(2) 1 Old TOE NAILS @ EACH END @ 24" O/C (TYP) \�_BRACING W/(3) 10d x 3" @ EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N. 0.) 1" BRACE 2"X6" (U.N.O.) "L" BRACE 24" 0'0" - T-01' 3-4- - 6-101" 6-121" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN z W 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i frCONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. < d U.1 - - - - - - - - L6 U = 9 9 z b W -1 W < 9 0 ;It 9 d LU 9 I b C) _71 > < A 9 LU 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 TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 0 l4r) - z 4:1) C) z < L/) (D Q) — U-j 0 Uj 0� E 0 in U) co 00 r- C14 LU E 0 0 co 0) co C', C, 0 (n 00 ca 00 0) CL(D _Ix 0 U) CL 0 Lo 0 t < 0 1 0) Iq CL 0)< 6 A 0 I D. N C�B D C - ----- c" ��N' r c, Z, S. LIE ail W. . 8wCL:L-. -. 0 FLO Z %2,6Ec?-f ........ RL < , 0";�, ` C S Ski N " _!, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! C:) C:) z 171-4 0 (v r-, 1 4-J C:) V) '- tD C:) zN > C) 4.1 (0 Ln (lun In LL_ zC) >, cl� U _j CL 00 < z § E z C:) W W _j C) %�o V_ 0 . Zo -, LU Zz 1.- 4 CL uj co < uz, �*, Of 8 2: (n a 0 z >- ZO g 0 z of z U 2: < 1_ < ZZ z: WZ Up � -u-il C:) U 0 U') =3:uo 0 Ln 0 0 UMO UJN i.- C� 0- 0 z uj z 2 LH C:) v__q N Ln (1*4 r_4 In < uj _j 01� z U a Li Coe 0 0 & C) LU 0 u- z < � �! Lu x 0 < < t-0 n Ln Z) Z).:c 0 (Y 2 W 0 U') Ln U_ z 0 -j8z< _j W LU uj I_- (=) LL z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. iso JOB NO: 17-1427 SHEET NO. S5 P = 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER F 1 X 4 F1/2" DRYWALL Ajt 'J" UNACCEPTABLE INSTALLTION m DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. z FOR CONN. DETAILS FOR CONN. DETAILS 81 FOR CONN. DETAILS N 1X4 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 J 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 ElX8 BLOCK@ SPACING 1" DETAIL 1X8 P.T. STAGGERED @ 16" O.0 . D.C. 2-ROWS INTO 2-ROWS INTO 2x BAND JOIST W/ FACE NAIL 1 Old PER MANUFACTURE MASONRYTHROUGH 1-1/2" DETAIL MASONRYTHROUGH 3" DETAIL FILL STD. 90A D. 90- HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. — 1x8 P.T. & 2x8 P.T. SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB 3116" x 3 -1/2" TA P CO N TAPCON @ 16" FB E_ 0 C 4 FIR D.C. & 4" FROM 1X4 P.T.— 3/16" x 3 -1/2" DOOR JAMB (REFER 1X4 'DRYWALL NC NOTE: LAP SHEATHING TO C H END DOOR JAMB (REFER EACH END W/ MIN FOR DOOR JAMB (REF ER TAPCON TO SHT. SDW2-K1 FOR F1/2' BOTTOM OF BAND 4 4EA 2 EDGED IS TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL S JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" D.C. 1X4 2 C ;0000r FURRING '000 3116 0 X3 2X8 P.T. WITH 3/16"0 X 3" t2' J NOTC @ FIRST COURSE TC -5 FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS L LONG TAPCONS z 1/41 1/2" SCREWS INTO BAND T 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" D.C. )v. 2X8 L JOIST & (4) 3/16"xl -3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES -7 I BOLTS INTO K.O. BLOCK B OUT `N 0 UILD VER SIZE DOOR -WINDOW ROUGH OPENINGS("cc LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION K"H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN, A -A = 1890 # FOR 2 STRAPS FILL I st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2- 8" 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS USP RT1 6M W/ (8) NA1 1 NAILS & (13) 1," x 21," BLOCK HEADER ARCH BLKG. & BUCK TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 11'NAILS AND 2 8d NAILS AT 8" D.C. AT BUCK (4) X 11" WEDGE BOLTS (1) STRAP 1225 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INTO --LEAVE A CUT OUT IN O.S.B. ON THE 4 (2) STRAPS 2450#1) BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7 INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR OL BUILT UP PLWD. BUCK ARCH PANEL i C E IN 0 S� B - FOR POLY -CELL IN THIS AREA LL I _� IS --2x845 DrAGONAL BRACE AT EA. IN PLACE BEAM CON TACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS OVERH ANG__ BACKSIDE TO FIT ARCH 1 nl KJAI Iz ImTn (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR—-" 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU TRUSS AS SHOWN FOR O.H. UP TO Z-13" FOR OVERHANGS BETWEEN 314" TO 1112" 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 Z-16" TO 4'-0" O.H. —FOR START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD FNOTE OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. _T 4'MAX. RAD. SCREWS @ 16" D.C. MAX. OR IF MASONRY (2) 10d NAILS @ 8" D.C. D TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" SCALE: N.T.S. SS D.C. 12 + + + PLYWOOD SHEATHING 11-011 51-011 L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" D.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INT� �K. /4" MAX Z-O" 8" PER NAILING SCHEDULE LL TO SUPPORT TRUSS + SOFFIT A 45 BAR + + '10" CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP L EACH TRUSS A C:) KNOCKOUT/ 8d NAILS @ 8"O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONOFO ING % PROVIDE 2 x 8 DIAG. BRACE BTWN,.,\ VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PE N AND SECTION DETAILS BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY—J SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATIO ARCH #2 SYP @ 24" D.C. tENTER SO01T DIRT TO BE INSTALLED 00, ..40 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD =C:) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 99 _I HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Y2"WOOD FOR OVER HANG FILLED.CEL L L, L, 8d NAILS "��2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16"O.C. MAX. OR IF MASONRY (MAX. 4'-0") !VL It L J v L, v 1,9 L, BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" '=I =nml- - :5 INSTALL WDW, SCREW-_,__� THRU OSB INTO 2 x 8 _j D.C. ANCHOR INTO ARCH BLKG. rK _"� STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B ARCH DETAIL SECTION @ ENTRY rL SECTION@ ROOF EXTENSION REINF. PERLAN AND STEMWALL -13 I — MONO TO STEMWALL FOOTING SCALE: N.T.S. � �S SCALE: 3/4" V-0" � �S SCALE: 3/4" V-0" �S SECTION DETAILS — SCALE: 3/4" V-101" 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP 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 HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" WWM AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. /4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXI TI B B IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" 5" EMBEDMENT & 3" MIN, 0 CO SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER --F F EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t> LU REINFORCING AS FOLLOWS: SEALANT EE—i I_ -_I I F < ,5 LL 0- 1 < - 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. IEEI 111 111 PRESS PANEL REINFORCING INTO PLACE, 0 #5X6'EMBEDDED INTO 6" MIN. LAP SPLICE W/ EXISTING FOOTING 2-#5X6'IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FEI I FE1, FILLED CELL SMOOTH. DO NO FURROW. V -11 1111 DRILL 3/4"XIS" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT 1 r GRADE rLFu I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP Ej G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 1? 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. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT -\----(2) SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 1> . #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 SECTION 00, 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. _"'�SECTION "I", � SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rD F AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. loll _D LO z M C) ID 0 z (0 __j CL z L/) CD 4-J LU U 0 LU CLI L/711 l E 0 0 U) Cl) V) U 0 C:) (D E 0 co C Ca co E2 70 M 04 q cD a.) 0 .20 ILL 00 a) 0 Lo -,;r A I 0 D. N,C,B,D,C If r N C�, 5 E U_ -41 , . I .. 0. CW 04 �ZE ...... IL I 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 6- C) C) 0 C:) > C:) 0 CY) C:) 4_j fu Z C)-LL. - 0� U OC) < E Lu C:) W C:) to z 0 LU LL LU Zz on L, z 0z 20 Z ?� < U 2: < 2: LZL, F- ZZ -,: _L_U� C:) 8 0 v C) C� U - 0 LU 04 �; C)� l'- a. 0 z LU M: z LU C:) Lr) Lr) LU 0 < uj Q� F 3�: �i Ne LU 0 0 C:) u.j U 0 z LL 0, WO _0 M Z Z 01' L.Li: Z, Ce OZ LU zit L_ Uj 0 Q 8 g - 5� 6 2! _3 r%j 0 LU X �- -1 2 2 9 0 -, LU LU U_ 4_1 < W 2 2: 0 < 0 c) Ln <!;i 2 LL 0 UO',n 6 Z z 0 U, c) LL LL z Uj > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. SS CROSS BRACING DETAIL (TYP. SCALE: 1/2" V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1 WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1 -2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4)12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS -LATERAL BRACING SPECIFIED BYTHETRUSS MANUFACTERALL 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 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A ----Z—WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE WNK0 aval i I I AiIIIIIIIIIIII Role] a 6*1 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL �7 SCALE: 3/4" = V-0" CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.----� 2x8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) 1 Od X 1 1/2" EACH TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 81-01' MAX WOOD TRUSS ROOF SEE SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A E — ""j AN SHI PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK T/RUSSES MAX 24" SPAN (EITHER HIP SIDE OR BOTH IF REQ'D) G.T N��7c (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=11'4' VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W1 (4) 1 Od 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'-O"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 SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES x 2X4 #2 SPF BRACING @ 16" O.C. W1 (4) 12d —V TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W1 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 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY SCALE: 3/4" = V-0" (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TF BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) 2) USP HTA20's w/(l 0)-1 Od x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(1 3)-1 Od NAILS Ea TO COL. TIE BEAM BEAM RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" V-0" USP LSTA18 CANT. BEAM CENTERED @ — — — — — — 7 USP HD4101F BUCKET OPTION. SEE L.SEE PLAN 1, SPLITTOTIE SEE ROOF PLAN FOR PLAN I FOR CANT.1 BEAMS TOGETHER MORE INFO OR SE L ATE SEE FLOOR PLAN F COLUMN SIZE& BA —7116" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. L L SCHEDULE/PLAN 7/16" OSB FLITCH PL SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE& BASE INDICATED ON BM. CONNECTION INFO OPTION A SCHEDULE/PLAN OPTION B OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN 11=11-011 FOR BEAM SIZE SCALE: 3/4 CONNECTION IN& BM SPLICE OVER FO. CEN'TER OF POST (2) HTW-20 STRAP TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. CORNER A A SEE PLAN FOR TOP_UF_jeA_M '�iV 7 SEE PLAN FOR CANT. IF INDICATED 0 SEE FOUNDATION I [' L-1 PLAN FOR MORE INFO COMMON BM. ATTACHMEN SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. — — — — — — A 16" FLOOR SYSTEM SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22`�� SCALE: 3/4" = V-0" 77 SEE 1/S5 FOR ADDITIONAL OUTILOOKER INFO. GABLE TRUSS i rpm a W&TA colors, (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. "—MASONRY WALL BELOW: USP 44. HTA1 6 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'4' O.C. TO GABLE SEE TRUSS PLAN TRUSS . A COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 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 U FL 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL SCALE: 1/2" V-0" 2X4 #2 SYP NAILER. NAIL TO STUDS W13-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER W13-1 Od 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) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 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) -MASONRYWALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2X4 CONT. TOP PLATE SEE HIGH PLAN 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 =711111 SEE PLAN FOR STUDS UNDER G.T.) TRUSS SHOP DRAWS & CONNECTION USP LSTA SEE PLANs 18EACH LOW TRUSS STUD SEE P1 AN BRG. FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARING /"13 SCALE: 1/2" = V-0" k 0!�M Z 0 0 1"1 —0 z (0 < I U) V) CD Q) — C.0 4—� Uj M r-) U 0 LU l E V) =:) 0 to (0 co .20 ju a) co LU E 0 0) co C n �2 10 0 8c, 0 J_ 00 -5 co a) CL- 3 0 co i::1 C:) Lo 0 -'T < 0 0) -'r a- A < 6 A B I D. .-C-11 D-C tj 0 SIZ N.0 0, Z-1 NVS )U� ur F L IL W_ ........ E S S I Q00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) z r_j 0 Q) 4 P1 4-J C) Ln I S I'D C) z41 > U-) rr) V) ro Lr) Q) Ln LL z rn r_q Iy_ U 0- 00 - �� .0 < E z �3: LU C:) g _j C) z ZW U_ 101, z< � 5 U 1- 2: u0i n 0 5 .0 " 0z g Z >- < U 2: < l- 2: Z Z �<_ z M 0 z � Eg: Z, �2:5 LU E _j L0. U 11� 0 Lo 3r. U C:) Ln 8 LU 0 z LU Z R L4 CD T__q r.., Ln r_4 r1*-j Lr) LU A l- 3:. 11*� < < 1:1t� vz) S" cn' 0 < C) U-1 0, 2 9 -� E 8 -� co _0 LJJ '0" Zo (D Uj r) 0 < _j <z U _j g L 06 0 8 -> � u C) U) U, 0 u- z -< C2): 00 C:) Ln z ,� 0 0 CY2: u- z z 0 - v 0 < LU LU c) U. < z 0 LU > 0 z Uj :5 z P__1 W SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-1427 SHEET NO. D 1 t THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE TAPE BARRIER HEAD FLASHING TIE-IN INSTRUXTION& 1 . Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and sea[ with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE 10 WEATHER �E BARRIER & tARILY SECURE EXTERIOR SHEATHING SELF -ADHERED FLASHIN WOOD FRAME CONSTR. WALL BY 6 IN. BY LAPPING DOWN OVER RIM JOIST AND UP WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI' : UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E i\M WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. UP JAMB 6". USE LIQUID NAIL BRAND ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 0 0 0 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED RUBBERIZEM AQ11WA1 T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED SCORED RELEASE P/ W_j 0� (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 10R Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.1 0 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water"resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMAIWDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: G 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (16" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. /o"wN WEEP SCREED DETAIL kl.� SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1 063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CO 0 1"1 C7, Z (0 CD Q) C-/> 4-1 LU M 0 (-) - 0 U-i L40 E 0 Cn (0 co V) �2 p r- C14 a) ce) CM M LU 0 c: M co E2.2 CO c" asE 0 8 0 M: 0 I-- a: 00 0 a) Of a) -Z U5 8 LO 0 'T 0 < 0) "r CL M < 13 D. ').c r_ CD M cN LO Z�; m C4 cto Lo Lo r- 'un, Ci cj cc),o ;Z Z: ci N Z tA Z co o, W 41F I-- 4=� FL u- rg Cl) - N .'L--:) W (D - Lu L;J LU C LL LU U 0 Z 0 5 F- o o E o) 0 0 Of M Z 44 o) :9 UL < Lu v < 04 cl) LE b a) W LU < 01� 0 0 0 CO 111:111 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 sea[. C) C) ;7 r*J 0 0) N 1--q 4-J C:) Ul) =3 k.0 C:) > 14 Z 4-J < V) (0 Ln a- (Al C) a) - In < LL Z I 170 cl� U 0-00 Z E § Z M C:) WLU _J C:) Z 0 Lu u- Z Ln -- E IL Lu 1Z " U VW, 0 0 10:! Z < 0 Z 0 0- Z < U Z Z < Z � Z 0 C'� -L-9 U 0 LD =)?�: U 0 000 C�o 0 0 �5 LU C) Z LU Z LU C:) U) Lr) L0 < LJJ zi� C) Ly c� V) Ne ce < Z Q 0 LLI 0 0 U 0� 0 < C) Z U p;l 2 8 Z _0 ro Z C) - LL Z-2,:0!E - a-- Z LU 0 0 M 0 Z LU %,.0 0 Z0 � 8 LU Z u- > * C) af LU 0 u- Z 2 LU < ce Lu 2: 0 0 C:) Ln u- u)RX Z Z 0 0 < _jo�Lu _j LU < 2: I_- CD LL < i� u_ Z LU > SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-1427 SHEET NO. W P I It USP Stock No. A3 USP Connectors Florida Statewide Product Approval No. FL17244.1 > Evaluation Report Basis ESR-3455 < Simpson Stock No. A23 Cross Reference Florida Statewide Product Approval No. FL10446.2 > Evaluation Report Basis ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 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 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL1 1470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAM10KT I'Ll 1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FI-1 1473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL1 1473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FLI 1496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW1 6 FI_117244�8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTVVM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KILEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FLI 1496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT206 I'Ll 1496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL1 1496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL 11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP417 FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW1 8 FL17244.8 ESR-3455 MGT FLI 1470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667,8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FLI 1473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 I'Ll 7244.27 ESR-3455 HIDA FL10456.8 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT1 6-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT1 6A 171-17236.113 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL1 7236.11 ESR-3448 H2,5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL 11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SPI FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456A3 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SPS FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5,25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL1 1473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 I'Ll 1473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FLI 1470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67. -6 .0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic I Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCocle Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WinclCocle Doors VV6 (8X7) FL15279,85 +38.0/-42.0 psf Clopay Building Products Residential WinclCocle Doors W6 (16X7) FL15279.102 +37.01-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors I'Ll 1537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.01-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL1 5288.3 - FLI 5288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/40.0 psf General Aluminum Company Series 1900/1970 FL16278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4� ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic; Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV1 0 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels I'Ll 5076.1 - FL1 5076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.01-54,0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTOR& USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999.1 - I'Ll 999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod, Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJl FLI 530.1 - I'Ll 630.11 N/A Weyerhaeuser !Level Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSboxBLT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels I'Ll 1383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE cn > 0 C 0 0 C CZ -0 U) (D =3 -0 Q CZ 0 0 0 = -0 0 .0 M U_ 0 > -0 (D Cn E 0L_ 110- . = U) < Z Z LU mi C/) (D E C_ ICU > C) > L_ 0_ 0 C-) 0 L_ CL U) ICU �O F- 0 LLJ < Z Z SHEET NO. PA 1.0- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 i FL#15225-R3 Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation RickWright National Accreditation & Ryan J. King, P.E. 0612812015 06/1312015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management lnstitute (813) 767-6566 Subcategory: Swnglng Exterior Door Assemblies rickw@rwbIdgconsultants. Compliance Method: Certification Markor Listing com F L*1 5225-R3 Products Quality Assurance Approved for Use Approved for Use Impac Desian Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 a. "Srriooth-Star" and " Benchmark by 618 and 8/0 Opaque and Glazed Fiberglass Door with 12t3l/2021 No Yes No N/A Therma-Tru" and without Sidelites. Inswing and Outswing 6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12131/2021 No Yes No N/A Series" and "Benchmark by Therma-Tru&quot, Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/9/2017 FL#15279-R4 Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Abproval Ai)i)roved Status Revision 2014 Clopay Building Products Company MarkWesterfield I ntertek Testing Services NA, Gary Pfuehler 06/12/2015 03119/2015 06121/2015 Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Quality Assurance Approved for Us Approved for Use Impact Design Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037W5-09 PAN-21711511: 84A, 94, 73, 75,1500,190,76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" Wde) 05121/2028 No Yes No 130 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S,ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75,1500,190, 4RST� Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55� 48B, 42B, 55S, GD5S, wide) WINDCODE® W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 M-09 PAN-21`1 53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0"wide) 05/21/2028 No Yes No +38 PSF/-42 4RST. 6RST, GD5S, GR5S, ARSS, ED5S W1 NDCODE&#1 74. W6 Garage Door PSF 102 102 W6-16 PAN-2F1 53: 73, 75, 84A. 94, 42, 48, 42B, 48B, Steel Pan (min. 25 gat.) Double -Car (9'2" to 1162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WNDCODE® W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 119)'2017 FL#15288-R2 Code Entity o Date Date Date Pend ina Date TVI)e 7e-rsio manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Ai3oroyed Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/1012015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider lositlinger@mMA.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15268-R2 Products Quality Assurance Approved for Use Approved for Us Impact Design Seg # Product Model, Number or Name Product Description Contract Exviration Date In HV`HZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No NIA 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72)(54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 119/2017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1/9/2017 FL#15000-R2 Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact, Enalneer & License Validated By Validated Submitted FIBC Aporoval Approved Status Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05129/2015 0710512015 08119/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickvv@rwbldgconsultants. Compliance Method: Evaluation Reportfrom a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#1 5000=R2 Products Quality Assurance Approved for Use Approved for Use IMI)act Design Seq # Product Model, Number or Name Product Description Contract Exviration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. "Fiber-Classic&quot. or "Smocth-Star&quot, 6'8 "Non-Impact" Opaque Fiberglass 12/31/2018 Yes Yes No NIA Door with &amp, without Sidelite(s) - Outswing ()� OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 Code Entity o TvDe Versio Manufacture Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#1 1537-R6 Products Sag # Product Model, Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 111=017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use I m pact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes NIA 12131/2017 Yes Yes Yes INIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 3 119/2017 FL#j 5278-R4 Code Entity o Date Date Date Pendino Date Type Versio Manufacturer Contact Enaineer & License Validated B Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsi�inger@mhW.com Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products sea # Product Model, Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PVVN172X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN Quality Assurance Approved for Use Approved for Us I in Pact Design Contract Ex0ration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 1213112017 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FL#13192-R4 FL#15272-RI Code Entity o Date Date Date Pending Date Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Apgroved Status, Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02123/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.00m Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-Ri Products Quality Assurance Ai3oroved for Use Approved for Use Impact Design Quality Assurance Anproved for Use Approved for Use IMD8C Design Seq # Prod uct Model, Num ber or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu seq # Product Model, Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes NIA N/A 1 a. "2T&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/0112018 Yes Yes NIA N/A 2 b. "AllianceT4" Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A I � FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGID REINFORCED 5 SERIES 420 ALUMINUM SGID REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGID 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGID FL#15217-R4 Code Type Versio manufacture Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Seq # Product Model, Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SER% GA ALUM�NUM SH 7 1195 SERESGA 95ALUMNUMSH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code TVI)e Versio Manufacture Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Seq # Product Model, Number or Name 7 1445,5347 AND 5547 VERTICAL MULLION FL#5444-RIO Code Type ILe= Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1`05444-1110 Products Seq # Product Model. Number or Name 1 Certain'reed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGID REINFORCED OX, XO, XX 96"x96" SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" SERIES 420 REINFORCED ALUMINUM SGID OXO 146&quotx96" SERIES �301440 ALUMINUM SGD XXX 143"x8O" NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGID )O(X 143"x96&quot Pagel of 2 1/9/2017 Quality Assurance Approved for Use Approved for Use I m pact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3112017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & License Brent Sibinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitlinger@mMd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SER�Es GA 1195 ALUMINUM SH NI 54X72 SERESGA 95 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108)C72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 11SX72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/3012015 06/25/2015 07/06/2015 08119/2015 Approved Quality Assurance Aporoved for Use Approved for Use Impa Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsibinger@mi�%d.com Product Description 1445,5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/912017 Date Date Date Pending Date Validated. Submitted FBC Approval Aporoved Status 06/2912015 06/19/2015 07/05/2015 0811912015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 No Yes 7. N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity o Date Date Date Pending Date contact Ennineer & License Validated By Validated Submitted FBC Approval Awroved status Mark Hamer Robert Nieminen John W. Knezevich, PE 12/14/2016 12108/2016 12115/2016 Pending FBC Approval (610) 651-5847 PE-591 66 (954) 772-6224 markd.harner@saint-gob ain.com Quality Assurance Approved for Use Approved for use Impact Design Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles Cn -0 CU > 2 (D =3 _0 CD_ CL 0 Co -0 Co 0 0 CU 0 c 2 = -0 CU 0 .0 -+� CU LL "_ 0 CU > D (n -0 a) Cn E " (D 2 CU '0 '_ CU Z Z W =I U) CIO C: 0 M < C/) 0 ICU 0 L_ CL 0 -00 C/) C/) 2:N IM M L) F_ ICU LU Z Z CL SHEET NO. PA 1.1 C/) —00 -0 > 0 2 0 =3 _0 L_ CL 0 Florida Department of Business & Professional Regulation Page 1 of 1 (3) C�L 0 Building Codes and Standards 1/9/2017 = Co -0 Florida Department of Business & Professional Regulation Pagel at 3 Florida Department of Business & Professional Regulation Page I of I E5) (1) (35 Building Codes and Standards 1/9/2017 Building Codes and Standards 2J6/2017 Product Approval Application Detail 0 — U) -CX3 (-- = M U) Product Approval Application Detail Product Approval Application Detail FL#5219-R3 (3) -0 0 0 FLM2328-R7 Products Code Entity o Date Date Date Pending Date = 0 Quality Assurance Approved for Use Approved for Use IMI)act Desion FL#21675-RO TvDe Versic Manufacturer Contact Engineer & Licens Validated By Validated Submitted FBC Al3proval ApprDved Status 0 H sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Code Entity o Data Data Date Pend !no Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/2912015 05/10/2015 06/23/2015 Approved 6 No. 15 UL Asphalt saturated organic felt 0110712019 No Yes N/A NIA Type Te—rsio manufacture Contact Engineer & License Validated By Validated Submitted FEIC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 CU 0 CD CU New 2014 HomeGuard Building Products, Inc. John Cheslak Intertelk Testing Services NA, Intertek-resting Services O2fOl/2017 01/25/2017 02103/20'17 SubCategory: Roofing Accessories that are an Integral Part the Roofing System flvalidation@yahoo.com 0 u) -0 > 0 Approved of E L_ Category: Roofing 240-1382 Inc. NA, Inc. Compliance Method: Evaluation Report from a C/) Q) L_ -6-0 0_ (904) Florida Registered Architect or a Licensed Florida Cn (0 Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer 40-2 -+— Co Compliance Method: Evaluation Report from a M F4#5219-R3 Products C= U) Code Version: 2014 FIL It. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use AoProved for Use lmi)act Design Category: ALL Subcategory: ALL S_# Product Made[, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impa Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Seg # Product Model, Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVH Resistan Pressure 8', or 10' Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01101/2018 No Yes N/A N/A Wood Deck Approved for use outside HVHZ: ALL Impact Resistant; ALL ToughSkin 30, ToughSkjn 50 2 2- &quotRound Top Off Ridge Vent Wth Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No NIA Design Pressure: ALL Date From: ALL Tile" 8&#39, or 10' Wide Off Ridge Vent Attached to 6eck Date To: ALL 1 3 3- &quotStandard Off Ridge Ventwith Permanent Baffle Wood Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No NIA for Shingles&quat; 8', or 10' Wide Off Ridge Vent Attached to Wood Deck Z Z Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1110t2017 W Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of I Product Approval Application Detail Building Codes and Standards 1/10/2017 Product Approval Application Detail FL#17202-Rl Product Approval Application Detail FL#2075-R7 Code Entity o Date Date Date Pending Date FL#16588.Rl Code Entity or Date Date Date Pendin-q Date Tvpe Te—rsio manufacturer Contact Engineer & License Validated By Validated Submitted FBC Agwroval Aporoved Status TVPe man ufactu rer Contact Engineer & License Validated By Validated Submitted FBC Aporoval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 0510112015 05/0112015 05110/2015 0612212015 Approved Code Entity o Date Date Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02t27/2015 02127/2015 03/0912015 Approved Category- Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvi3e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (904) 783-8400 C786) 315-2590 SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/1712015 06/25/2015 Approved SubCategory: Roofing Accessories that are an clark@flamco.com Integral Patt of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method; Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluabon Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-Rl Products FL#16588-Ri Products Quality Assurance Approved for Use Api3roved for Us Impact Desian seq # Product Model, Number or Name Quality Assurance Api)roved for Use AvDroved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Seq # Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Deslan Pressure Sea # 1 Product Model, Number or Name RV1 0 Product Description Contract Expiration Date in HVHZ RV10 ALUMINUM RIDGE VENT 01131/2018 Yes Outside HVHZ Yes Resistant WA Pressure NIA 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 0711 =019 No Yes No +97.5/-97.5 1 O'Hagjn&#39, -s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 �es Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/1012019 No Yes No +N/At-165 I Attached to OSI3 or Plywood Deck. I- Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 119f2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 3 FL#15076-R3 Building Codes and Standards 119/2017 Code Entity o Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Api)roved Status Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 0510612015 04124/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page I of 1 Category: Shutters (954) 689-7545 PE-44167 (964) 772-6224 Building Codes and Standards 119/2017 Subcategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Reg�stered Architect or a Licensed Florida Code Entity o Date Date Date Pend ina Date Professional Engineer Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-Rl Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jernmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08125/2015 09120/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Aporoved for Use Irriva Design Code Entity o Date Date Date Pending Date Subcategory: Roofing Tiles thomas.jemmett@boral.co Seg # Product Model, Number or Name Product Descrivtion Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure Type Versio Manufacturer, Contact Engineer & Licens Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a M 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04127/2015 04/2412015 05/03/2015 06/2312015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Im pact Design Florida Registered Architect or a Licensed Florida Seq # Product Made[, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 - Shake, Slate & Split Shake Flat Profile - Stockton 12/3112018 No Yes NIA N/A Code Entity or Date Date Date Pendina Date FL#15088-RI Products 14 Saxony 900 - Country Slate, Shake & Slate Flay Profile - Henderson 12t3l/2018 No Yes N/A N/A Type Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Ai3i)roval Approved Status Quality Assurance Approved for Use Approved for Use Impact Desion 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales l2t3l/2018 No Yes NfA NIA Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P. E. John W. Knezevich, PE 12/21/2016 l2t2l/2016 Validated Seg # Product Model, Number or Name Product Descrivtion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure < Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 1213112017 No Yes Yes NIA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes NIA N/A Subcategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/3112018 No Yes NIA N/A Florida Registered Architect or a Licensed Florida 25 26 Villa 900 Villa 900 Medium Profile - Denver 12/31/2018 Medium Profile Stockton 12/31/2018 No No Yes Yes N/A N/A NIA N/A Professional Engineer - FL#1507r�114 Products Sea # Product Model, Number or Name Quality Assurance Approved for Us Approved Product Description Contract Exi3iration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure U) 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/3112017 No Yes Yes N/A 0 or not by tracks to provide hurricane protection. > 0 L_ CD 0_ CL 0 =3 CIO _0 Florida Department of Business & Professional Regulation Page I of I 0 Building Codes and Standards 1/9/2017 -+--a L_ Product Approval Application Detail Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page I of 1 0— Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 CD FL#12856-R5 Product Approval Application Detail Product Approval Application Detail U) Code Entity o Date Date Date Pend hrio Date TvI)e Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 00 Revision 2014 Town and Country Industries, Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO. 04129/2015 04/2812015 05/04/2015 06/22/2015 Approved Category: Shutters (954) 493-8551 PE-0046549 P. E. Code Entity o Date Date Date Pendina Date Code Entity o Date Date Date Pending Date SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 Tvpe Versio Manufacture Conta Engineer & License Validated By Validated Submitted FEICADproval Approved Status TvDe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Aoproved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bermardo, RE Jorge A. Pomerantz, P.E. 07103/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. I Paslode Stuart Lewis [CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03129/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 0— Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutbe SubCategory: Truss Plates slews@a1pineitw.corn FL#1 2856-RS Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Quality Assurance Approved for Use Appr ved for Use Impac Design Professional Engineer Sen # Product Model, Number or Name Product Description Contract Ex0ration Date in HVHZ Outside HVHZ Resistant Pressure FL#1999-R5 Products I 0.050" Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional 1221/2018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impac Desion Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga 1261/2018 No Yes Yes +54/-54 Seq # Product Model, Number or Name Product Description Contract Expiration Da in HVHZ Outside HVHZ Resistant Pressure I ITW BCG Higher Strength (H & S) Metal Connector Plate 12t3l/2020 Yes Yes N/A N/A (0.0l8"&quot) Steel, 0.022" Alum (Pert Non Hall) 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels l2t3l/2017 No Yes Y7es N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A < 3 24ga Steel Storm Panel and -Pert), Clear Polycarb (Full and 24ga (0.0232") Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z Clear Panels 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes NIA N/A 4 Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel < SHEET NO. PA 1.2 FL#2197-R5 Code Type Versio Manu%cture Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Seq # Product Model, Number or Name I MI 8SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-RS Code Tvpe 2iEk Manufacture Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Sao # Product Model, Number or Name I TJI 110 2 TJ1 210 3 TA 230 4 TJI 360 5 Ti� 560 a TJ /560D FL#1774-R4 Code TVpe �ersio manufacture Revision 2014 Commercial Concrete Products,inc. Category: Structural Components SubCategory: Products Introduced as a Result of NewTechnology Compliance Method: Evaluation Report from a FlorMa Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sag # Product Model, Number or Name 1 Quality Precast or Commercial Concrete Products Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity o Date Date Date Pend ing Date Contact Engineer & License Validated By Validated Su bm itted FBC Avoroval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dvvert@mil.com (205) 599-9800 Quality Assurance Approved for Use Appro d for Use Impac Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12[3112017 �es Yes N/A N/A 16 ga. truss connector plate 12131/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 126112017 Yes Yes N/A N/A 20 ga. truss connector plate 1213112017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1/9/2017 Entity o Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 0710612015 05/1212015 07/30/2015 Approved (253) 924-4084 (6G8) 839-1344 jim.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood kjoist 03/3112017 No Yes N/A N/A Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Prefabricated Wood I -joist 0313112017 No Yes NIA NIA Prefabricated Wood I -joist 03/3112017 No Yes NIA N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/3112017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Ennineer & License Robert Gillis THUY H. HUYNH (813) 659-3707 PE-60122 precastgator@yahoo.com Product Description Precast and Prestressed Concrete Lintels Validated BV Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/912017 Date Date Date Pend Ing Date Validated Su bm itted FBC; Approval Approved Status 07/03/2015 06124/2015 08/20/2(315 08f26/2015 Approved Quality Assurance ADvrovedforUse AoprovedforUs Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A F L#1 S44-R4 Code Type Versio Manufacture Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1 644-R4 Products Seq # Product Model, Number or Name 1 Versa -Lam Search Criteria FL#8527-R6 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory., Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-RS Products Seg Product Model, Number or Name I iLevel Rim Board 2 Microllam LVL 3 Parallarn PSL 4 TimberStrand LSL FL#6527-R7 Code Type Versio Manufacture Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Seq # Product Model, Number or Name 1 Microllam LVL 2 Parallarn PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 Code Type Versi Manufacture Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New-rechnology Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seq # Product Model, Number or Name 1 PSbox8LT, PSbox8LT(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1/9/2017 Entity o Date Date Date Pending Date Contact, Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association robefttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Desion Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01101/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/912017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, RE. 07/06/2015 05/12t2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae user.corn Quality Assurance Approved for Use Approved for Use Impact Design Product Descriotoon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/3112017 No Yes N/A N/A Parallel Strand Lumber 03/3112017 No Yes N/A N/A Laminated Strand Lumber 03/3112017 No Yes N/A NIA Entity o Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman. P. E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 jim.anderson2@,Aeyerhae user.com Quality Assurance Approved for Use Aonroved for Use Impact Design Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure Laminated Veneer Lumber 03/3112017 No Yes N/A NIA Parallel Strand Lumber 03/31/2017 No Yes N/A NIA Laminated Strand Lumber 03131/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03131/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & License william powers Steven W. Schaub (602) 437-1160 PE-60509 bill@powerssteel.00m Product Descriotion Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars, Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 119/2017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/2312015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for U Approved for Us Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01127/2017 No Yes N/A N/A FL#1645-R4 Code Type Versio Manufacture 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 Seq # Product Model, Number or Name 1 AJS Joists FL#158-R7 Code Type Versio Manufacture Revision 2014 CAST-CRETS USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of NewTechnology Compliance Method: Certification Mark or Listing FL#158-R7 Products Seq # Product Model, Number or Name I High Strength Concrete Lintels FL#158-R8 Code Type Versio Manufacture Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of NewTechnology Compliance Method: Certification Mark or Listing FL#158-R8 Products Sea # Product Model, Number or Name 1 High Strength Concrete Lintels FL#11383mR4 Code Type Versio Manufacture Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of NewTechnology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Seg # Product Model, Number or Name 1 PowerBOX8 I-Intels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1/9/2017 Entity o Date Date Date Pending Date Contact Engineer & Licens Validated IBV Validated Submitted FBCApproval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/0612015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Desion Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood "l" Joists 01/01/2035 No Yes NIA N/A Florida Department of Business& Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity o Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Aonroval Approved Status Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 621-4641 (786) 315-2590 cparrino@casterete.com Quality Assurance Approved for Use Approved for Use Impact 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 N/A N/A Entity o Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/0612016 04/2912016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castorete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch Wde lintels 05/21/2017 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & Licens william powers Steven Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel intels combined with brick or concrete masonry units, grout, and steel reinforcing bars, Validated BV SAMUEL A. GREENBERG, RE, (813) 645-0166 Page I of 1 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Ai3proval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/2212015 Approved Quality Assurance Approved for Use Approved for Use Imoact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01101/2017 No Yes N/A N/A > 0 (3) C- 0 CL Q_ 0 0 L_ 0 4— Q U) CU 0 -cu Cn CL 2 0 3i: = 0 .0 -1.-, U_ 4- 0 > _0 a) (n E " 2 0- CU C/) ca- z z W mi V� IN � CUM a) C: 0 CL ry 0_ < CIO -00 i C/) 0- >.. (11) C LU < (D n SHEET NO. PA 1.3