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HomeMy WebLinkAbout6587 Paden Wheel StINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 1.1 INTERIOR ELEVATIONS 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.4 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Flr. Sys. Floor System Rad. Radius �00 Abv. Above F.PI. Fireplace Ref. Refrigerator Q A/C Air -Conditioner Ft. Foot / Feet Req d. Required Adj. Adjustable Ftg. Footing Rm. Room LLLI A.F.F. Above Finished Floor FX Fixed Rnd. Round R/SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized i ? i B.C. Alternate G.C. General Contractor SD. Smoke Detector Fi 0 B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. u DOEDE Elu B.F. Bifold Door G.T. Girder Truss Sh. Shelves Bk Book Shelf Hdr. Header SHT Sheet EEJE:11:1 El L] � El Ll Bm. Beam Hgt. Height S.L. Side Lights E:1 I L BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior S. Square El Brg. Bearing Lid- K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered El El Clg. Ceiling Laun. Laundry T.O.B. Thicken El EID Ell::][-] Col. Column Lay. Lavatory T.O.B. Top of Block. [::1 E] 'Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Trans. Transom Window Dryer Mas. Masonry MDec. Decorative Max Maximum Typical UC Ded. Dedicated Outlet M.C. Medicine Cabinet L Under Cabinet Lighting U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Vehro D.S. Drawer Stack Mir. Mirror VTR Venntt through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Plt. Ht. Plate Height Fin. Flr. Finished Floor Plt Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room ALL WORK fiNd(� �U(yjp . LY PREVAIL , WITH REVISIONS FLo►� NATIONAL CITY OF Z6HY .. �tND 06/01 / 14 1.00 NEW BASE PLAN CREATEDDINANCES REVIEW DATE '''/ CITY OF ZEPHYRHILLS PLAN EXAMINERL�/ MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our c Office at (407) 880-2333 immediately. No backcharges will be MOD L F150 2600 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 z_o z�Z a Z 0 (!� Ut w 0 �U — w O ~ 0 �Vi C)0M 00 W _E C to M N 'O M -- U O O rLL00 U� M 0Qo O 0 Ln N C B D C LO N Lo �l �� �� aC ° f0e.'-- N --' :. LL Z "ygn `� etW ... q =�@ificPi+•�' ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 0 Z cV O�� M c)O (n M atj MLr a cn �,_ d" < LLLn 00 �3Q00 ry W O W JC:) Milli oZ wLLo -co UlU zf cWi�go z>- a zr�8gQ =?WIZ 0ZED bLu oW o O �a � U SLU N rl t apZO w=wJ � C:) Ln [V �1 Ln Q I-- J Wes° W W000'ne -a z ooWio o� ,� 8P�- _W=RoOz > N U) oX�Q& C)LL QQs po Lr)Ll1 a o �°oZa 0 CL Z C:)LL Q~� � �— z Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. C S M a I U) co 21 -74A' _T� U) C0 05 H rr L6 12'-33� 4 OPT. DEN 9'-4" FLAT CLG. CARPET 0 uj BA 3 I 9 4 FLA� CLG . TILE BEDROOM 3 9'-4" FLAT CLG. CARPET DEN OPTION SCALE.Y44"--l'-O" T_ U) LO 09 - - - - - - - r I ALT 1 AC PAD I TYP. U.N.O. 18'-8" 2-0" 2-0" AC PAD 1 25 SH 25 SH 1 18--0" 11 - ----------------------------- *EGRESS *EGRESS LANAI MASTER 9'-4" FLAT CLG. A.F.F. BEDROOM U) 0 U) 9 LU U) 50 VAULTED CLG. 0� 0 c? CARPET 00 LLI C:) zo (0 d 4'-8" 13'-4" G.T. K�9� - z mf-,t Cr) NOTE: FINISHED WALLS 9080 SGD 7G-e-E- T_ VERIFY. 2868 1 H2 1 V-21" 4 T-2" 3'- 2-0" 7 11 FAMILY R&S 1 V-4" FLAT CLG. CARPET WIC 1 V-4" FL AT CLG. CARPET SIM.w/ SIN. 2x6 #2 WALK IN (D SPF @ SHOWER 1 0) 16" O.C. TILE TO 7' 1 2668 2668� 2468 TEMP. GL. ENCL. A. F. F. 0 -ft\ N 42" HIGH KNWL. T-8"' -IV. 10. BA 9'-4" FLAT CLG. 2468 TILE =IN R&S R&S WN MN101011 10 1 INNN1 EMNN RIM M NNEEMENN FA, �FTTI jrMj= NVI - W 6'-(z um) C/) U-) (A) (N HB -1 IN 1'� < zo <2668 X 31-911. C14 BA 2 2668 CD 9,14" FLAT CL 3. T-0" 9 U) 06 12� 1� 10 2x6 WALL C? DINING _IC11 M 4' FLAT CLG. 9' CARPET -IN 19 ;t 12'-73' 17-8" 1�Cj "1 C? 13'-4" 35 SH LL==!===:j HB NOOK VAULTED CLG. CARPET LO - - - - - - - - -- 8 1 9'-31 F1 uj 0 C/) rr z 1 H z < 10 I I L j D z 1 1 N ITCHE VAULTED CLG. Li I CARPET 91-15, T-98 8' N 2468 EF. - - - - - - - - - - 5 SH. I F FEF. LIVING 9'-4" FLAT CLG. CARPET C/) LO 14'-6-l' 9 N2668; C/) U) c� �/2668 M uj BEDROO 2 L. 4'-1" 14'-111" 2 0 Lu 9'-4" FLAT CLG. 2x6 WALL CARPET -DRYERVENT I? + 1 < THRU ROOF. L0 7061 BEDROOM 4 24687BF L? 25' MAX. 8 C0 C\i -A U) F_ -1 2468 Ir OPT. DEN 06 WIC LA U 9'-4" FLAT CLG. 9'-4" FLAT CLG 4" FLAT CL G CARPET 12'-8a" 4 CARPET 5'-71' 4 I�E 268 7:0' 6-1 2'- 4 12'-33' 4 'Lls - I �H BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC - - - - - - - - - - - - K )iTYP.@ S4 )GARAGE 8 X 7 OVERHEAD DOOR R&S 2 68 E 9'-4" FLAT CLG. U) Ca cr co -IN 00 L9 (0 �10 0 HANSON EDGE OF SLAB 2" BOX @ 36" CARPET LO 6-71' 2 3'-E =IN1 BEYOND WALL A. F. F. 6" 6" 1? - - - - - - 5'-1 2668 I _ -54-X-2f" 1 ATTIC I - - - - - - FOYER, - -- mod 1 V-4" FLAT CLG. c� L! 2' -54"' 3'4- F- o TILE FO LU cc IN co 9 _j �3 =I .zr 1111111111117 10 2868 BA 3 2: LL: U) Sim W/ SPF STUDS @ 3068 W/ 36"x26" 91-4" FLA F CLG co to GARAGE 12" O.C. w/ USP SPT4 TRANSOM ABV. TI STRAPST&B 9'-4" FLAT CLG. A.F.F. NOTE: I - 21368 b C14 FINISHED WALLS TO BE rG SIM w/ SPF STUDS @ G.T. FLUSH. FIELD VERIFY. V �3 12" O.C. w/ USP SPT4 STRAPS T&B OP LL Go - ENTRY 00 SEE ELEV. 1 2'-8' 2'-8" C� 06 (D C:) G.T. (ELEV. B) X ------------- _(kK TYP.@ BEDROOM 3 S4 GARAGE 9'-4" FLAT CLG. CARPET EGRESS 16 X 7 OVERHEAD DOOR FH I I I I I I I I I I R i- (2)25S 2'-0" 16-0" 2'-0" 10'-81, nn' All 01 All 1=1 All 4'-8" 0? &4 9 :;t CY) rA b ��3� - TYP. U.N.O. . (:��) LL 0 LO LU 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 Wl 1/2" FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2)-1 3/4" X 11 1/4 LVL 2.OE Fb=2950 <�> (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e> (2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 314" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP \All 1/2" Follow Q/S4. See Plan for R.A.G. Bearing Wall Call Out When FLITCH PLATE Straps are Required * VERI FY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" rA �1� +25.6 -27.8 �,_L�j +25.6 -34.3 +24.5 -26.7 +24.5 -31.9 (E) +23.0 -25.2 +23.0 -28.9 �1� SEE SN SHEET SEE SN SHEET 140MPH 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 18 12 X 25 S.H. 13 3 20 X 38 8 18 1 X 37 43 S.H. 14 20 X505 8 181X50 2 S.H. 15 20X63 18'X62' 2 2 S.H. 16 20 X 72 18 2' X 71 21 S.H. 2 32 27 1/4 X 26 26 X 25 1 2 S.H. 133 a 27 1/4 X 38 3 8 N/A S.H. 1334 27 4' X 50 N/A S.H. 133 2 N/A 26 X37 3 4 S.H. 1234 N/A 26 x 50 S.H. '35 2 27 1 X63 4 26 X 62 1/2 S.H. 1236 27 4' X 72 26 X 71 112 S.H. 22 373X26 4 361X251/2 2 S.H. 23 371X38 4 8 36 1 X 37 3/4 2 S.H. 24 371X50� 4 8 361X50 2 S.H. 25 37 4' X 63 36 2'X 62 1/2 S.H. 26 37 34 X 72 36 12 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE &H. 32 54X26 52 'X25 2 2 S.H. 33 54 X 38 3 8 52 'X 37 3 2 S.H. 34 54X5 05 52'X50 2 S. H. 35 54 X 63 52 1 X 62 1 2 2 S.H. 36 54X72 521X71 ' 2 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: X"=V-0" General notes R302.5 Dwelling/Garage Opening/Penetraflon 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 13/8" 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. e 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: e From the Residence & Attics - Not Less than 1/2" Gyp, Bd. or equivalent applied to garage side. e 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 3urface located more than 72 inches above the finished grade or,� 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. Opera ble 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. M1 507.2 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. SNII for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min, of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFTFACED (GARAGE LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 T z M C:� 0 z < un 0 U-1 M r) U 0 Lu E U111 0 2 co 2 cl in I- N C) 4) Cn M Cl) L.0 E 0 C M co 2-0 co - C14 0 0 o 0 = LL CO S _C0 0 0) U) 0. C) Lo 0 --t < 0 AT 8 D. N C-B D C 04 U11 CN ­0 co� CD Q All .0 M !9 IM z My 9.- W 4F J�- W> < LL LL1 '0 �-j _2 -,p 1� cr�,5 I AM 9 6) LL W \510 z z- LU 0 1 0 El El To t h e b est of th e E ngi n ee r's knowl edge, i nfo rma tion, a nd 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. CD C) z r, 4 0 cu r�, 1­4 4-J V) ­ = > V) P__1 fy) C) z 4-0 (0 Ln -0 V) 0 Y_ (V L Ln LL z F_ >, � rl) U CL 00 z E z M Uj C:) LU _j ko Itt NJ 0 ce C2 z Uj U_ z LU �E � E U i­ - 0 0 0 >. z < 0 z on. z >- � d X < z z P z LU Z -U-1 Lo 0 8 4 LU a. 0 z @ LU Z 2 LU C:) Ln r4 11714 eol"s Ln <V__1 LU o Ly C< e �- �: Q� V) �,e Ce < z Q 0 LU 0 0 U 0 C) U [IJ E 0 Z. Z C) E !zz Z t LU D 0 U Lou 8 U.J z <0 > -3 2: 1 C) Lu 0 u- z 7: 0 _1 Ln 0 (4 CY 2: LL U) z 0 _j < < C:) U_ 0 < F z 0 Uj > 0 Z _j :5 z C.L U_ SCALE AS NOTED PLOT DATE 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 1 v 9 8 80 60 80 60 Eo 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) MIRROR v1IRROR MIRROR TOWEL BA M M \ 0 0 0 0 0 O M LO - rE C3 11 BATHROOM BATHROOM MASTER BATHROOM O 0� T zoo—o z�z a z O 4) C a--J LLf C6 a cn o o 0 U NM W H E —cg C O M 0 2 M Ooo L LL 00 7 O 1,0 Yti Y L(O <C rn rn-.40o A1 B I N-C-6-D-C T 0 Ali. Nc- eT .. — L N w -;A 03 N 4 �"' D _j 8 s 0 pCUOmo Hjc��b✓�Atl ♦0c� Z� z o oxa• W e g 111PUP1.1111111101%. m El Ell To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z [V O f>- i M O M Q a cn•L� a —Ln a LL CL a �' E z LUJ C:) Cf' OZ vi a wZ�O UI-�'Na0 Oz�0 z a U Q 2 Z W zz c�zoaw 7-4 a 0U �O1� 04w0 NO �--I 0 z 0 w J Q 1� Ln 117114 Ln Ln Z 0 J J LU \./ �za�� � � ¢Uo w�00J� 0 Q Q Q UoZ�� z O -1 w O zO O J N o Q j p c W O 0 w0u_zQ Qv-,oLr)S i- 0 a Lo z �i ,--� J O LL z . W LU > 0 g Z z J °' SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 110 JOB NO: 16-6652 SHEET NO. 1.1 12 5.0 14' RIDGE VENT 4' OFF -RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T.O. M. HDR. 36" EXTENDED OVERHANG W/ OPT. BATH DOOR SEE SS DETAIL M FOR INFO. F.FL. 23 SH 1A3 SH 25 SH 12 5.0 1 E VENT 14' RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 15.0 TEXTURED FINISH TEXTURED FINISH 8' RIDGE LEFT ELEVATION_ 12 5.0 T.O. T.O.M HDR., 60 ---------------- F.FL c 25 SH (2)25 SH 25 SH RIGHT ELEVATION_ SCALE: 1/4" = V-0" T.O.M, -------------------------------------- TEXTURED FINISH --- HDR. L -- g 00 F.FL. 35 SH 9080 SGD 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = V-0" FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) ELEVATION — DETAILS �\ T.O.M. DOO -------------- 6" BAND TYPICAL 2" i 4 ? n 171 12 5.0 1" HDR. rn El E:1 E] Ll El 11 L--1 D 1:71 UU cCD o ❑EE❑ El L-1 El El El El El SANDED FINISH N 34 F.FL. ---- --- --- ���--- - ------F_FL.- ALL TRIM LINES 8 X 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR 3068 (2)25 SH ARE SCORED W/36" X 26" TRANS. ABV. WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS OTHERWISE NOTED. FRONT ELEVATION — A Ur to zM —moo z z Q o J a z Q) v) Lu �U — w O E' Vi 0 o 0 I- m ti M t✓ A— E N ,r— 04 — c°� M (D amp O 20 r-LLCO P �'Y �o00 Q 0 Qrn tp O-,r rnQo N � uNSP, °V a�•m z F'�'n CQ m $xs �.%gJ 111 Up v ,G1 u, Nye Lo e tie At LIB ®�� � a � . To the best of the Engineers doe, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O cu +J o M O M Q 'M Ln 'd' a cn •L Qj Ln Q U- co �UQ� Q 0000 Z E WLLJ oZ W�0 Z Wmzzs U8f BUR 0 pz>Zzo Z Q Q U Q Q X: U, zz UgLu rl OaS, 8 UF-0 w r-I w z UJI Ln N Ln Q J LLJ � O a u� a Z U LU _ V000� im ca waQo=oo z W 0 ��� z�w O O w O t L Z Q �aWo0o �Qo ��71X LLZ OZa aQF� U. Z W LU O J Z —j a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER )pper to lights & outlets )pper to 20 amp ckts copper to WH copper to Dryer I Alu POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground �44GROLJNDING BONDING WIRE TERMINATION PER � WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 3" VTR kitchen 44" AFF -III bathroom 39" AFF _III 3" VTR I laundry room 36"AFF exterior waterproof 12" AFF 1.5" VTRIII ( I garage general purpose 42" AFF range 2" AFF II I 1 I \ I i 2. All trim plates & devices to be ganged, where possible. I I 3. Electrical switches to be at 42" centerline above finished floor. I I I I SHWFR I 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the t/0 I I 3„ TU national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the I I I WC installation & sizing of all electrical, wiring & accessories. I I �3" 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. I I „ SIN I 3" 2 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the I ( branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. I 3" 2" 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 HANSON 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling BOX units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate TUB WC 31- 3" standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 3„ 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction smoke detectors or shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits PLUMBING RISER- is not acceptable. 13.12. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and NOTE: PLUMBING RISER IS SCHEMATIC TO either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning BE VERIFIED WITH PLUMBER when the door or window are opened.. / 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing / machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill — the requirement for an outlet every 24". The width of the sink or range is not to be included in the \ spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter \ tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY GF \ IC7 - DUPLEX CONVENIENCE OUTLET KITCHEN I - DUPLEX OUTLET ABOVE COUNTER I� j GFI W P WEATHERPROOF DUPLEX OUTLET�� GROUND FAULT INTERRUPTER DUPLEX OUTLET IZ G.F.I. HALF -SWITCHED DUPLEX OUTLET I - rci, h SPECIAL PURPOSE OUTLET 1I X DUPLEX OUTLET IN FLOOR II IGFI 220 VOLT OUTLET Ll Ll ` ` I � WALL SWITCH I $3 THREE-WAY SWITCH / / IGFI I E) / 2X4FL. i 4 FOUR-WAY SWITCH / $R RHEOSTATSWITCH - /J CEILING MOUNTED LIGHT FIXTURE QGFI QGFI WALL MOUNTED LIGHT FIXTURE -III 3" VTR I� I I I /! IKITCH�N DBL.I (SINK I SINK i I I I I I 2„ I SINK K] 3„ ---/ - SCALE: NTS ORECESSED LIGHT FIXTURE SPEC3 & 4 KITCHEN 4-P.C. LIGHT FIXTURE WITH PULL CHAIN - TRACK LIGHT SCALE: %4'=V-0" �{ FLOURESCENT LIGHT FIXTURE ® EXHAUSTFAN - EXHAUST FAN/LIGHT COMBINATION i / / �D ELECTRIC DOOR OPERATOR (OPTIONAL) 'OPT. DEN CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR / <� 'ROUGH -IN / CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) FOR OPT. S b a TELEPHONE (OPTIONAL) FAN/LIGHT / ® TELEVISION (OPTIONAL) - TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. - O THERMOSTAT o I I \ • M ELECTRIC METER \ 11 � ELECTRIC PANEL BAA3 -� DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN I I CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR DEN OPTION C J OPT. CEILING FAN � (1) PHONE LINE, (1) DATA PORT SCALE: %4'=V-0" 2" J TUB WC AC PAD GFI DISC.4-1 9 ------------------------------------ LA Al /'' "B MASTER — — NOOK \� BEDROOM / \�� ��'j INSTALL LIGHT ROUGH -IN / I - - 7 �, 10 FOR OPT. - 1 I l�� ��� FAN/LIGHT II ALT II `ROUGH -IN I AC PAD I FOR OPT. kfGHT AS WP / PER SPECS FA/LIGHT GFI -v------- ---- I \ I 1< v v� / \ _ I I 622" 4 3" IGFI DEDICATED R EPTACLE OR I F M I LY / � � sPE O AVERANGE HOODGI�IER F1 jGFI SWITCH FOR DISPOSAL IN j I RF1 J I I / OF BAR BACKSPLASH o �� ��� I I IGFI GFI _ FOR OPT. N / LI CFI / FAN/LIGHT - ✓ \` G`I/� d -OP KIT HEN IGFI RECEPT. _+ FOR ALARM = \ I / . BATH SYSTEM I GFI = -�--- --- GFI GFI WICAk---------- O r r DINING _--- FI PENDANT / / LIVING o / AS PER SPECS / — '� ,0`�BA 2 \\\ / 3 3 / II I BEDROOM o ------ / i LAU LIGHT BFFFFFSROOM 4 <� � I AS PER I I \ ROUGH -IN / SPECSFOR OPT. /O PT. D E N FAN/LIGHT\ / IN AHU , I �� �� ROUGH -IN _ - S.D. \ ' FOR OPT. I / GFI FAN/LIGHT W.H. A.F.F. / / \ A. 44 CH A.F.F. 1 LU t J / — — ZZ r - " --i �\-----�--- �O�FOYER °a —L I / II � 0 = -, U GARAGE \ / I \ \ o II C.M 0 m LL � LIGHT AS/ / I O \ Fr U PER SPYCS o GARAGE LU j w / LIGHT AS o PER SPECS GARAGE BA 3 DOOR GARAGE � GFI GARAGE I \ - - - - - - - - - - - - - - - - DOOR 1 1 GFI DB & GFI TO S.D. ------------- ------ o VE ALIGNED DB ERTICALLY W ,� ENTRY I I �,• �- — IRRIGATION I j o \ ENTRY GFI I \ _ _ LI_GH_T_A_S _ _ <��> @ 44" I PER SPECS ROUGH -IN A.F.F. I I FOR OPT. I FAN/LIGHT HB BEDROOM 3 COACH LIGHTS OR PREWIRE AS PER SPECS 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: %4"=V-0" UI "' zM 0 0 z(.0 z� Q o0_ t� z O Q)N 4—J W � p 'U — W O �- (n ZD o O O U W a)M CM ECf Cl) E`2 'O M -0 0 Ooo tLL00 U(D C 0ao Y Q rn to o � CL rnQ o A' NC-B -D-C Gfl N to o rA N . � f� o N o) N V p N 6 O Z Z Z W ao c N -L. J ILL. IA_n'rMo ) �— W aaC3 N , wa- a UQLL�'o YO 0 'd• Q Q IY .w n Y I N N n m m LL Z Z�rnw WaCD N� CD ce) Q �LU LU LO �U U m To the best of the Engineer's knowledge, information❑ and❑ belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 � n >�ro M Q () I L^ Z00 QLL Q CL Q Z E M WJ C) Oz W LLLO z u, zWG� UI -gNOO oZ>.zQU z> a Q30� wF-Z U a LU LU LU, J 0 to 0V)0CY0 U � N ~aOzOO d" ��w O rl LnILL! 0 LU Zw 0Ll_u 0 0 o � -� Z O J ? C z �1 LL LU ¢ V > LUW J N Q $o o2 O U 62 LLj Q QQ�0� '� �/� V 1 �y W E� p z Q T� �aw a~� Z p U. V LU LU I-- Z H � a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 3 7711c 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 o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. VENTED SOFFIT 48 SQ. FT. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) -RIDGEVENTS 15 SQ. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT •......••• ••••••••• ••••••••••••••• •SOFFIT VENTS 7SQ. IN. OFNET FREE AREA /SQ. FT. co ' • • *If not enough vented soffit is provided due to fire protection, the contractor shall use the 7.1 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) / 9 = Linear Ft. of Deck -Air Needed) ..: • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed I• ZONE-3 ATTIC SPACE I: 3366 SQ. FT. I:• l LL- E ' LL �.. •'00 LL LL Li- 0 �'• 0 Cn ... W M �'• ll� W W f: is (E• 1•' I•' ��. �- • � �• �. �. 0 �,. LL o �: 0 . I-- Z Q �.. �•. �•• :' �...:. .I is �.•. VENTED SOFFIT 9 SQ. FT. VENTED SOFFIT 4 SQ. FT. VENTED SOFFIT 4 SQ. FT. ROOF PLAN -A_ SCALE: %4"=V-0" • ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. SQ. IN. of Upper SQ. FT. Total SQ. Ventilators SQ. IN. of of ventilation to of vented IN. of SQ. IN. of 5Q. IN. of (See Elev) ventilation vented be provided required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators LL00 Main 22.0 3.0 Floor 3366 3231 LL 462 161ti 115 808 744.0 (Zone 3) 330.0 414.0 ILL. W 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0 0.0 0.0 W 0 0 0 0 0 0.0 W 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS W7. REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT zM 00 — o z� Q Z W c/3 .N w (Dru C) N W ~ IO � O v 1 � 00 TC ~ U m ~ `V 0)M W C c0 Claj )~ E O oN — U L LL OD 7 U� Sao CY V7 O"t Q O) A' N C B D C B D. �o N V. � b,Yi ry 'iN Z �-�c � (LU LL 0 ram' O ;1�.� � • � ¢� LL O rf z W Q- r M .0 �e� '(�/A1: 1.7E i AZ'r1A�i�6 ei m CC77 ❑ ❑ 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. Z N �M Q � 0 to z z E cv C:) W z J� J pz W I�1. O mZl—�n: UI—�V) 00 rzZ }�z¢U >-Q8a ��ZW�Z C7zp�a W g��Fo ooo=W F-O rl OZNOO O rl Lli Ln v � 0 0 � z C)p�W�2 zp��o LL 8 M z � z �Wou_zQ C)Q �aaoo TI JOrzQ rl J � QaQw Z O LLQ lO � n/ z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: M]AMES VERSION NO. 100 JOB NO: 16-6652 SHEET N0. 4 zM 00 — o z� Q Z W c/3 .N w (Dru C) N W ~ IO � O v 1 � 00 TC ~ U m ~ `V 0)M W C c0 Claj )~ E O oN — U L LL OD 7 U� Sao CY V7 O"t Q O) A' N C B D C B D. �o N V. � b,Yi ry 'iN Z �-�c � (LU LL 0 ram' O ;1�.� � • � ¢� LL O rf z W Q- r M .0 �e� '(�/A1: 1.7E i AZ'r1A�i�6 ei m CC77 ❑ ❑ 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. Z N �M Q � 0 to z z E cv C:) W z J� J pz W I�1. O mZl—�n: UI—�V) 00 rzZ }�z¢U >-Q8a ��ZW�Z C7zp�a W g��Fo ooo=W F-O rl OZNOO O rl Lli Ln v � 0 0 � z C)p�W�2 zp��o LL 8 M z � z �Wou_zQ C)Q �aaoo TI JOrzQ rl J � QaQw Z O LLQ lO � n/ z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: M]AMES VERSION NO. 100 JOB NO: 16-6652 SHEET N0. 4 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w LU Na _ CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #5 CONT REINF TYP. CORNER BAR - PLAN DETAIL SCALE:1 112"=V-0" SEE FND. FOR •'- QUANTITY .: " ".-. �" ",-:: •� ", CORNER BAR ONE �� � � � � � - � � - � •; `� FOR EA. HORIZ. REBAR, TYP. •" ��,�"; •�_�.; : _� ,'ram U.N.O. ♦��. ,'.� .,', r:� „�2 .,',r �. 8'-8" 1'-8" 3'4" 4'-6" 3'-4" 3'-9" A TYP. AC PAD S3 U.N.O. )- — I — — — — — — — — — — — — — — — — — o I �ALT� I 2' 6"x2'-6"x1'- II II I / (3) #5 E.W AC PAD _ _ _ • N r N r I � r C.J. r T _ r I I I I I 1 3'-8 1 /2" "• 8 3/ 0? I I --- s 3„ I co o M T � S3 n CO II LO • -6I5/8' i iv C050 II I I II II • - u 0 1'-0 1/ " co N r 1/2" ih r r I I o � O r • o 00 T iv I • I 7'-8 1 /4" 3'-5 7/ " I o • I A I i9 S3 I TYP. I U.N.O. • I 0 I----------- — I .I o E .H. � o 10 BUILDER TO PROVIDE APPLIANCE PROTECTION V)/HEN REQUIRED PER FBC • I I In I I • I I (2) #5 VERTICALS W/IN FILLED CELL I I o I TRECCESS "SEE S-3 FOR OPT." HB— —— — — — — — — r lei 1'-4" 1 8'-0" 1 2'_0" 50--0" 18'-0" 13'-4" 18'-0" 4'-0" 5'-2" 4'-2" 11 L A TYP. S3 S3 U.N.O. • • o • • ■ • —I 0o F— ---- ------ HB N PROVIDE 1-1/2" RECESS ci I —i ■ FOR SGD DOOR. REFER w TO MASON'S SCOPE of • I I o 0„ I FOR WIDTH I I r I EO 4'-4" 4" 9'_8" 4'_0„ I co 1 M I I DOWN I' I • MIN. r • I rn ___ _ _____ • Ir C.J. I o ---- --- — ----- ------ I I I M L—� S3 I I • _ I I 9'-1 3/8" I L — = I (2) #5 VERTICALS W/IN FILLED CELL co 3 = ion I 3%2' MIN. 3000 PSI CONC. SLAB I 04 I I o ■ - I FOR HE NANDO COUNTY ONLY 3%" MIN. 250 PSI CONC. SLAB OVER 6 MIL VIS UEEN VAPOR BARRIER o II I LO C.J. I I _ i 0'-0" ELEV. �0 = FIN CONC. SLAB I IU o w z PROVIDE LINE o I-J O— ICE MAKER i io I = I I I _ _ -7 1 / " 7'-6 1/8" I M A S3 _ C.J. _ _ _ _ I _ _ INDICATES FILLED CELL I TYP. o W/3000 PSI CONC. GROUT I U.N.O. FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL 11 1/8" I @ ALL PLACES SHOWN r HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" r N EXT. ABOVE SLAB "GRADE 40 STEEL" nzo II II I II I III I CONDENSATE LINE ■ C.J. I — — — — — — — — — — — — — — — — — — — — — — — — — O r II I = co S Y I :2+STEP2'-8" 2'-10 9116" 118"DOWNI MIN. o K PROVIDE 1/2" x 9" S3 I RECESS FOR FRT DOOR Ld I �I 0 I F— � CC I I G 1=1 I• I r s3 s3 = I ' I — — = I r 19 N I N _4„ , TOP OF CONC.! ■ PAVER TO BE 4" I I r I BELOW FIN. FLR. I o CD I I • o �l I I ( ) #5 VERTICALS o I I I V1�/IN FILLED CELL '- I — — — I • • II I I I I A TYP. o _g S3 "SEE S-3 FOR i - L RECCESS OP'-." — — — — — — — — — — — — — — — —I I_ _ YS3U.N.O. - - -- - - - - - - 1 -0" 2'-0" 4'-1" T-0" 4'-4" 0. 29'-4" 5'-4" 15'-4" 50'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: X"=1'-0" O CD V 7�MO o _ Z CO Z Q O a. O (/) tD Q) w M 'U — w O � o ZD CO Ln o (13 U M N C co Lil E N f`6 O N `oo — 8 RiF— = N O ="LLCO lcDfj 7 U)o-o Y i0) in O QCL O N C B-D C 'q- NFr. C g to N Z -�� O'r p �7 'J }odd QN Z 0 ate©FLO � N� Vim. _ Z zA'` 81C W 53 U m ❑ ❑ To the best of the Engineer's knowledge, informationand belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z O av V) M O < M -0 d to •i � < LL U 00 a E� z� � WJ Olin J oZ W�00 mzGIx wW U F- oZ>.Za0 Z <UUX< =�zzWz U g p a W w o: J U 3 o�o �o ,--I UHO�wO z d �0W J o U) I 11 Li Q J J � J w ° az uo voROJ� o Q O J �00FZQ�m2 � (a z p�w1z- Z i- U�ZoOz to¢UP! w6> _ j OFQ- O9¢-JO O � UWOWz0< � j Q O � >•- Q N z O T) J Q Oz< J W aa�� z o LL Z u- w Z O z g LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 5 dR� UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 5YP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 1061-1/2 HTT4 2715 5/8" ANCH. /(20)10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH, /(28)10dxl-1/2 K HD3B * 3130 3050 518" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — I 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN A SCALE: Y4"=V-0" 120MPH ENCLOSED (A) OR 2 PLY ;ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (D zM 0 z Q Z t/) Q) C W W O ~ 0 i� Vi o 0 U W aM M C M M O Q co U LL00 U0 ci�Y Sao Qcm rnQo ' Ef W. N C a D C �� m.a �esd ce dv%rP F V' o i J ;N1 Z Z '7 a�0nLL l"' r� ZI 0a o ' o s . ai r� v i %) m nl �� �Z N�� ,® ;90 � LUC-4LO � M To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z tV O a� H M O M Q V -0� a cn L (1) ILL Ln M � V a 0C) a E� z t° WJ � d' OLU Z W 0- W m Q a. U tNi 0 0 OzzQU z> QOUX< = zw�Z J o��W W LO U O a 0 O o '- U 0 LUN d- W J O A�A U-) C' Li z Jboa -v U W OJ -LU 0LU f>3 z zo� = -QWZ LU oo0z on> �QNz W~a O LLJ Z)Qoo `t J N 0 CLA Y U z z Ly O T I L.L J Y Ly aa� z O U W > z O a J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: EMND VERSION NO. 10 JOB NO: 16-6652 SHEET NO. 6 • . i. GENERAL CONCRETE LINTEL ALTERNATE POWERS C C SCHEDULE ❑ • • • • Q • ' °7 APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F F E F M 8F8-1 B/1 T O — O o I 8F8-OB/1 T ❑ o I Z AI Uill TYPE DESIGNATION #1REBARATTOP #5REBAR ATTOP - MIN. (1) REUD Q 1-1/2" CLEAR J ❑ I • • • • F =FILLED WITH MIN. (1) REQ'D I GROUT / U = UNFILLED a ° -1l2" I 8RF14 1B/1T 8RF14-0B/1T R = RECESSED CLEAR o I ' OL ° © O QTY. OF #5 O REBAR @BOTTOM Z ❑ ° �','° OF LINTEL CAVITY J a .M.U. w ^ 0 ,6 °° �v•r " �v•v �r Q W °� ° LU a C.M.U. F F — 8F16— B/1T o aIS � a n - _ U011": Z GROUT � cw wrnO tNOMINALL QUANTITY OF 5 REBAR AT o a J r • O W J O WIDTH #5 REBAR AT a BOTTOM OF ¢ F D n D (/� N -_______________�—__---_� • • • • • • • p w n u� #5 REBAR AT BOTTOM TOP LINTEL CAVITY • 8F20-OB/1T 8F20-1 B/1T 8F16-OB/1T 8F16-1B/1T NOMINAL —BOTTOM F a 0 p Q �, Q AS INDICATED (j�� 0 0 O O /ram HEIGHT REINFORCING 6 y M 7-5/8"ACTUAL � 0)� M PROVIDED IN 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS 1-- E @ � M y- .•04 v - (VARIES) STEEL BOXED LINTEL — O O ,- a `� • ° �• '� = a) L tL CD Rig -00 POWERS STEEL BOXED LINTEL NOTES (ALT.) i °' � U m t° � MATERIALS r; 1. f'c precast lintels = 3500 psi. • • ° ` ° ° ' ° ° ° ° ` ° 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN < o Q CL o specifications for installation. 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's s 8RF6-OB/1T '-. ,e a :v , , o ". � :� , p 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L ° : 5. Concrete masonry units (CMU) per ASTM C90 w/ N o B n o minimum net area compressive strength = 1900 psi. ❑ ° inimRefer to manufacturer's specifications. 1 6. minimbar per ASTM A615 Grade 60: 3. If lintel is scratched or damaged refer to Powers Steel for repair. Prestressing strand per ASTM 0. grade 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. ar •', 7. 270 low relaxation. + a+ 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • ° • ° `..= 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 8F20-1 B-2T • °� A ! • `°` • • • GENERAL INSTALLATION NOTES Z (A vd` s• d • • O8RF22-1Bl1T 8F24-0B/1T 8F24-1B/1T 1' Provide full ) Z W Qo �.'='� 2. Shore filled Imtelsr as required. bed Dints. .N r�' cs a a O O ❑ 3. Installation of lintel must comply with the architectural and/or structural drawings. /�/ o a ii a 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W -,E ` vertical cell reinforcing and grouting. W V•?� ' `v 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z C m o wa�� longer with a nominal height of 8" meet or exceed L/180. m 6. Bottom field added repar to be located at the bottom of the lintel cavity. Z N � i° W � ° ° , `v . ° 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. a 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete {UCZ ° s ° masonry units. r' s ° ° ° ° " 'd ° ° ° ° ° ° ° , ° 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ❑ v • r . v • v ,° % . ' _ 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. F %° ° ° ° ° ° ° " 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have O a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information; and coating. belief, the structural plans and specifications contained ° s ° ° , ° ° ,'° a ° , v , v , 12. All lintel dimensions shown are "overall" lintel lengths. within these drawings comply with the Florida Building LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) and seal is only for the structural engineering portions of loads shoud be checked for combine loading with the following equation: the drawing pages bearing Engineer's signature and seal. ° Applied vertical load Applied horizontal load 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. °`,•° ter`°° vs•°` v`•° 9�•° 'e`'r' °•°' Safe vertical load Safe horizontal load <1,0 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. • ° • • • • • • ° • • • • `° • • `` • • ° • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 8F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH o ® © ® O A O O O THE ELEVATION DRAWINGS p 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER j 3 M o LINTEL HEIGHT.4 M 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED F Q V .M Ln O O a. � � d- FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED N � FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Q U Ln a Z E00 POWER STEEL LINTEL IS AN ADEQUATE w o F- F SUBSTITUTION @ ALL LOCATIONS UNLESS W o O � NOTED OTHERWISE AT OPENING LOCATION O Z W 0_�0 '+ ❑❑/ LLJmQ UH-g�00 �ZZQU ZU X < =�Zw�Z agoLO ,-i °=o�WN ,_ aOz° Ce ❑L MIN. o 3: 5 Ln D1 11714 n I� J calf cYce c,..)) w000� -a O O�Lu fu Z O Lu C, Z UJ Z w UU Q O J N Lufl0LE > pa � w�WOi.�.zQ Q aauJoo >>aLL Lr) 0 ,—I opza F_ O LL LU a u_ Z . .. I- > ~O g z z J a J OSCALE : AS NOTED MIN. PLOT DATE: 12/7/2012 O MIN. O TECH: ERAND LINTEL PLAN VERSION NO. 100 SCALE: %4'=1'-0" JOB N0: 16-6652 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 COPPERARSENATE (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, ACCI-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLYABOVE 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(61 OMM) 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 R308A 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. SPECIFICATIONS 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 61TMS 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 TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 11,11. 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 PCIF 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: 40 PSIF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSIF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSIF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSIF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF 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 ONA140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSIF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WIL TOTAL DL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 Y? GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTIM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2� 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 KsI C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 112" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W1 (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 W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 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. STRUCTURALLUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA_LLS SPIF #2, fb = 1,312 PSI, E = 1,400 KS1 ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPIF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXIP 1 OR 7/16'STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksl ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AREA MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'TBOLTS 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 STEELERECTOR. 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: ASTIM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7,6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSIF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EOI TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I 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 . FIRC R318.1 - "A permanent S n which identifies the termite treatment provider and need for re -inspection a lAreatment 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 wells. 3. Irrigatiort/s ,Trinkler systems including all risers and -0" of the building side wall. spray hea s shall n6t be installed within 1' 4. FRC R3183- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FIRC 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 lastic forms. Permanent forms must be of a size and depth that will eliminate the disfurbance of soil after the initial treatment. 8. FIRC 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. FIRC R318.1.5 - gtingete ovegur and mortar along the foundation perimeter e C must remove e ore exte or 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. FIRC 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. FIRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FIRC 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 1-39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF 1 -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. Kln=- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 f �7 cn 0 V) Q) 4-J �20 0 LU E v) V) 0 0) U) M LU E (D Ce) co -0 co 8 0 C, a) W ILL Co -GO 0 CL a 0 < & 6 8 Do N-C-B-D-C La C5 20" _Uj_ Uj LLJ W Z 0 ra LZ L 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 sea]. C) C) Z r4 0 aj lr­� 1­4 4-J C) V) 53 1�0 C) V) R) C) 4-J V) M Ln (n 0 Z - CL LL 3- fy) 0- 00 z E Z C:) WLU _j C) Z LU LL LLJ Z LLJ Co Z a. 16 U F- 1 E90 >. z < 0 Z Z 0 in. 0� < U 2: < i_- Z < Z Z F� uz� :Zw �2 :5 ul R _3 >- a- U 0 L0 m D U 6 0 L/) 0 U 0 ED 04 OZ @ W Z ce LUI C) C"4 N Lr) 11j F_ ;� " Z U Uj 0 0 0 Ce C) U r 7) ,J 0 0 Z 0� Z Z C:) LLI 2:0Z CY- - Z W W a 0:3 0 Z 0 1 0 _j < U < LU ,0 P 8u, 2: 2, 9 C) > 0 W 0 LL Z W L�Lj 7 S 7) < < Lr) 'oe 0 0 8y 2: , 'n 0 _j LU < _j a. LLJ Do! c) U. < Z LU > 0 Z Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. SN A CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + . . . . . . . . . . . . . . f + ++++++++++ + + + . . . . . . . . . . . . . . + + . . . . . . . . . . . W ... . . . . . . . . . . . . . ... . . \ + + + + 4 ,_,"(Typ" 1-01, (TYP.) + + 6-0" 6-0" + 4 + . . / + . . + + + \� + + + + + + + i- + + 4 + + + + + + __+ + T _+ 15132" CDX _J + + + + + + + + + PLYWOOD OR + + + 4 7/16" OSB + + . . . . . . . . . . . . . . . . . . * 4' + + 9 z . . . . . . . + + + + + +_ + * 4 + + + + + + + + zo + . . . . . . . + + -4- + + + +++K++++++++++ + F + I \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6- O.C. EDGES & 8d RING SHANK NAILS @ 6- O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH 1� FOR 8d RING §HANK NAILS NOTE: 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist 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 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL—\ F STD. 900 HOOK IF BOND BEAM LU .... . ........... . . . . . . . . . . . . . . . . . . ...... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...... STD. 90* ... CONT. #5 C( )NT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST I BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOPJEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. LU) SECTION " INT. BRIG. WALL N.T.S. 1/8" min 2" min. ' )Small gap 2" " a . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 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. n 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stifle er required when indicated or 4" max. 161, 6-16 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check 0' w k local building .64 101-011 01 code for appropriate. One 1 Od box TANK -LESS W/H details in k areas=20 of high or--20 sinker lateral load. nail each side F1 at bearing. 51-011 STUB -OUT FOR 0 GAS METER C? H C G 00 0 C? [0 V-011 7 0 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13141 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 64' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0.1 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block --I (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od nails SECTION INT. BRIG. WALL NaT.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch 7K or drill fla Ef::: Web Stiffener Fastener Schedule Joist B aring Location Series —Depth End Intermediate BC1 5000se 9-1121, 2-111 2-1d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000s(D BCl 6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 161, 2-8d 6-8d BCI 60s 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7/81, 3-16d 3-16d 14" 5-16d 5-_16d� d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 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. loc he 1314 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. I %] C.0 (0 mm t a—L-0 D BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER L 1;�� � 1)/2" ROUND HOLE MAY 6"� 6J�^ LEAST 3" OF CLEARANCE FROM OTHER HOLES 2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y NOTES: LARGER THAN 1Y2' DO NOT CUT HOLES ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED 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. %" 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. Joist hanger USP MUC THRU 5/8110 BOLT U ML 3TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION JiAIN. EMBEDMENT SCHEDULEFOR =_ AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL ONE I I I .4 Backer block (12" wide min.) LU-7LLl=.I Nail with 10- 1 Od nails. nstall tight to top flange. 4. SLEEVE THRU STEM SEE PLAN FOR 04 FOUNDATION INFO 4' STEM FOUNDATION lInstall tight to top flange Igr b Fil lock Nail with 10-10d nails. Filler block. r-- GRADE Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap I VBackerBlock "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. /A/ k, U 171 Al-1) r_ 4 t, v 11 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFTVALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED PENETRATION 4' A IJI] 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. OR SCH40 SLEEVE PVC PENETRATION _\ TOP (2) #5's x 4' 0" CENETERED @ PIPE PLUMBING LINE I --- - ------ 7774 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 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 4 A 4 4 A SEE FND. PLN. SIZE & REINF. 0 z CD V) (D C—f) LU U 0 LU Ln E 0 Ul) 00 04 0 LU E a (D M 0) M C ca CV) 2 -0 co o = 04 00 _117 W 4) (-) W rz 05 '� CO 0 a) r", (D _e U) CL 0 LO 0 < & AI W NCBDC IfB ig, 10, Z3- C14 z Co CV1 -N LL1 -LLy 0 a_%a in 54 9 - tA 0. z ,z < "d 10 11A i'0 To the best of the Engineer' knowledge, information, and belief, the structural plans asnd specifications contained within these drawings comp ly 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) z " 0 (V N P-01 4-J C:) I'D > (A M z M fu Ln < 6- Iz- V) 0 a) — Ln C U_ CL- z F- J� � (0 113� CL 00 < z �i E UJI C:) W _J C) "0 0 fl� 22 z 0 Lu U_ z M LU l­- a. z F- V) 0 0 0 z < L) E z 0 a. Z >- < U 2: F- < Z < Z Z_ LU z Lul a _U OLO :D U 0 4 0 0� U LU 04 R 0 z @ uJ z U-11 Q� C) Ln r*4 Lr) IJJJ_ _J 0 0 < �- �t 0 113� < C) 0 0 0 U W "j; -,J C) 0 Z C� u_ E _0 ra Z Z CD z CA Lzu: !z Iz- W LU 8 0 C) z 0 W UJ (9 < :j < P > 2 8 5! 8 2 U" 0 LE Z -< C:) C<1� �'- 70- < =) & cym: u- in Z 0 z < c) U. < z LLJ > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. SN 1 N J (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF FOR UNDERLAYMENT PITCH 4.-<-12. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULAFION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH LUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID WIGROUT PLAN 1x2 P.T. HORIZONTAL NAILER C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) -,,-TYPE "S" MORTAR ------ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE X, z 00 6 MIL VAPOR 2� BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/ ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION III SCALE: 3/4" = V-13" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB:: 1 4 ' O.H.D. RECESS PAVERS -11 I SEE A/S3 OR JIS6 FOR REINF. INFO. N A1111 0? 3" MIN. CLEARANCE 1 �f4- (1 STORI) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.) 1 j8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) 45 CONT. ON 3" CHAIRS (TYP.) Iff='I TII=M�.11 .M= .'M L Tr�hi I mi, - - - , �_i - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH co =C) I I �Tlr fillE 1 8" 1 ­1`r ­_­L� TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT �GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CCIS3 OR - G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=1'-0" l`i,, S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 81, C ' M * U ' 1 "x P.T. STUD #5 VERT. IN FILLED CELL CN 5/8"x6l' "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE D� 00 CN I ILI r� MI riLl ri 'Ll F FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2­X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 6 MIL VAPOR BARRIE 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B.. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH W/ 8d SHEATHING COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL. O.C. OR 5/8"xl O'WEDGE ANCHOR A. F.F. @ 24" O.C.) 211 z 3 1/2" M IN. ELEV. 4-3 1/2" j, p .. A.F.F. "lro 0 11' -it, UL TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR �1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-13". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/- 2"x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O�C. OR 5/8"x1 O'WEDGE ANCHOR 6x6W1,4xW1.4 @ 24" O.C.) WWF OR FIBERMESH f2��) 1 -1 1 1�1 I I=.'LLb, CID 4 0. ItF _U 1-1 1. ELI - 11111 11 11 (2) #5 CONT. 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL �C "SHEAR WALL" SCALE: 3/4"=V-0" 9GS. lv�p 00� -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -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. CONTINUOUS TO FOOTER BELOW 90 r`IOOK DETAIL 3RD LAYER 1/8" THICK. (@ K.O. BLOCK -USP SPT22 @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W1 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. < T-611. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -4NSULATION PER CHART ON FLOOR PLAN -USP SPT22 CONNECTOR x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FIBERMESH 3 1/2" MIN. P . ...... .. 7 �. .� - . , . J?. dj_L7=, 2� 00 =t IF 11-111­4 a, (3' '(i 1/2 minil 4, 1 1�7111 =1 FLI 17=1 Iffl, rl r_rzl.: 71 [E;- -= I I I IEI I F (2) #5 CONT. 4" -111 11 1,11 1 1 1 IV U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" Q�3 -2X P. I. PLA I E 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR -WEEP SCREED INSTALLED PER MANUR #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 25" MIN. LAP 130- MIN. LAP] [GRADE 60 MIN. 0? R 17/8" ----#5 REINFORCING BAR Fir #5 LAP SPLICE I T I ff __­ T __­ _11 I COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1 557) TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2%, HOLD GYP. BD. 1/2" FROM SLAB *0L,-0'1 CONT. BEAD SEALANT O.C. U.N.O. EXPANSION JOINT BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24 -3 1/2" GARAGE O.H.D. RECESS 1/2" GYPSUM WALLBOARD U.N.O. co CONCRETE NAILS W 11/2' W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. —-INSULATION PER CHART STAGGERED, FROM BOTTOM CO PLATE TO CONCRETE ON FLOOR PLAN CONT. BEAD SEALANT (MIN. SHEAR 180# MIN. r_ E= 00 C TENSION 120#) ONCRETE SLAB-,,.- 41 6 x 6 W1.4 x W1.4 C0 E 7, < I if �1_1_1= LI I �Ej -L-IFT C-N _-I I 1=1 I 1E1 I F�l I 1EE SEE A/S3 OR J/S6 ETI 17 M 6MILVAPOR I I 1=1 117 FOR REINF. INFO. MIN. CLEARANCE BARRIER V-4" (1 ST -IRY) F111 11 1 If V-8" (2 STORY) 41' 41' GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SEE TYP. WALL SECTION FOR SCALE: N.T.S. � S3 SCALE: 3/4"=V-0" �,S3�) ADDITIONAL INFORMATION. 101, '-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. 1\13� 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH (min.) 4"--, 4 GRADE 00 -7pp IF� ILI 5 REBAR w/ OPT. " 1 7=1-1 1 1RL'jfi=tl 1 1.tfil 1 1=1 1 CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 OP VARIES 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �Q lc� I ;; E SEE A/S3/J/S6 -` I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. ��M SCALE: 3/4"=V-0" \, S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR '""c" I "J"" 2x P.T. PLATE--\ SPACEANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE W A a. W I- W (2) #5 CONT.-_ 1_1;=E _!I J111 ON 3" CHAIRS 811 V-4" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 81' V? C) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT, FOOTING STEEL MAT REINFORCING. I Cn z 41 00 GRADE 4. LU Z P: Uj Z) 0 z 2� 0 W 00 U_ FOO'111_ 0 BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN"� SCALE: N.T.S. \ S3 J (D Lo z- co -0 z V) (D 4-J LU 0 LLJ =e 1- E 0 U) co F_ .2 0 Cal U 4) Cl) 0 C9 Uj Aiiiiiiiiiiiiiiiiii E 8 C " , c.0 :2 Q4 0 2 " -T- aj 0 U to U_ 00 _00 0 (n 0.0 LO 0 < 0 CL Al B D. N C,13,13 C "S A N�_. C� ,2� d) 0 C; Z 13 Z MF 4W ik C,4 1-zi U4- W AL'10 UL.< W z 4g_ c, C> Z 0 41 C". .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 and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) z r*4 0 ej N 1­4 4-J C) V) '- tD CD > ro C, rt") fU Lr) au), L n LL z fn U 170 -q 00 < z § E z M U., C:) W __j C:) 110 z 0 ED LL LU Z I.- LU en Z z ct U F- X Lu Ln 0 0 zo >_ z < 0 z 8 W:c _� LZL, P zz Lou U 0 CL D U F- @ 0 Z LIU Ul) r1-j r'4 e""%% Ln < LU 0;� 11 -3i 0 < C:) U uu t;�) 9 0 Z. z C) z F4 !�� z ZW ,..o 00DO 8 Ujr114 C:) LL 2 W 0 LL Z 20: on LO 81 Q� a ILL z 8 z 0 < _1.1 U, CL D F- LL u_ z LLj > z 0- PLOT DATE 1217/2012 TECH: FLORES VERSION NO. 1 M 0 JOB NO: 16-6652 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN , v (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE I SEE PLAN FOR HEADER //—SEE PLAN FOR SIZE CONNECTION _j ------2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER PER PLAN VARIES \\,-2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: IN . T.S. � �4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. _,�PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D BLOCKING @ MID ____�_2x POINT EVERY OTHER STUD W1 (3) 1 Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C _L: EDGES & 8" O/C FIELD 7_7 USP SPT22 @ EA. STUD \--BLOCKING (TYP.) '�—ROOFTRUSS 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" OIC MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF VENT OR 2NID FLOOR 1/2" MINIMUM CEMENT FINISH _�A /--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.) W1 DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 11/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 1\14� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT — NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 )#5 FOR CONCRETE PLACEMENT 7 '7-T- 4 STD. 9d*HOOK LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN T-10"WIDE (U.N.O. ON PLAN) OPENING CELL W/ (1) #5 VERTICAL — SEE FDN. PLAN FOR LOCATION NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. @ OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL—� _j '\\\N0\\\ LU 8 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED, KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARrFY SEE DETAIL MOUNTING BASE SHOWN IN POSITION KtS4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB 8x8xl 6 C. M. U. GARAGE DOOR RACK MOUNTING BRACKET TROWEL FINISH SEE �.2 GENERALNOTES ........... SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY FOR DRAINAGE GARAGEFLOOR ................ .............. . ...... ...... TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING _,�OURED CONCRETE BASE FOR TING B E 'BOTTOM OF MOUN\� DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P� SHED FORWARD THIS DRAWING. SCALE: N.T.S. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" A v —SOLIDAREASARE INTERIOR STEEL AND GROUT WALL CL DOOR OPENING — 1F=_1 DOOR OPENING L" M-1 EXTERIOR F171 WALL 1 ST COARSE 2ND COARSE v 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. MASONRYLAYOUT D� SCALE: N.T.S. � �4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING -i 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO L IBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD, a EACH END C 4 WALL 4 DOORSTOP LU 0 4 MOLDING 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR 2- Z//—IDOOR EQUAL TO TRUSS BOTTOM _kv— CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLA I, E EQUAL @ 12" O.C. Q= AlIZI =r)12 STAGGERED FROM BOT. PLATE TO CONCRETE _­ � . 1 ­1 1 REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL � �j TYPICAL GARAGE DOOR BUCK rl<'� SCALE: N.T.S. ��4� SCALE: N.T.S. �,14� IM It" 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 . UU TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END V-41 (1) (2) (1) (2) (1) USP LSTA30 4'_ 91 1 (2) (3) (2) 1 (2) (1) USP LSTA301 9'-16' (3) (4) (2) (4) (2) USP LSTA301 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 GREATER HEADER (2) 2x HEADER SEE PLAN --INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W1 MP3 CLIPS EACH SIDE '--2x STUDS TYP. HTT16 TYP. U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS rUSP NOT REQUIRED @ BEARING LI WALLS NOTED WITHOUT UPLIFT� \-P.T. BOT. PLATE WALL HEADER DETAIL Q� SCALE: N.T.S. �, �4 SPT4 USP 2X STUDS @ 24" O.C. A I v /8"xl 0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /-21 USP S� T4 �01 P.T. -ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C TY7 (TYP-) SEE ELEV. ':71 P UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" r,_—,-____BL0CKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD L MAIN SPAN MOISTURE BARRIER \—ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' H I W/ STD. 900 HOOK IN K.O. BLOCK zl�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/ (112) 16d NAILS OP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4&* SPLICE STAGGERED 1 Od @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. "'l �4 F= 2240 LBS USP rc UOr Or I SPT241 \,_T_/ or or i,+ ST f- TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING /_USP SPT4 SP SPT22 USP SPT4 \2X8 P.T. BOTTOM P�ATIE USP OC Uor Or 1'4� SPT241 Fr or or, _U� SF TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP_ SPT2 ISP PT4 4 27%6 K 1. ESU I 10M�l PLATE �-5/8"Xlo" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) \-5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) r4 SCALE: N.T.S. 2X TOP PLATE DVERLAPPING NAILS @ 6" kGGERED �OLTS @ 24" O.C. �X 2X P.T. PLATE C ROOFTRUSSABOVE /_ 2X BLOCKING (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ Z-O" O.C. -MASONRY WALL I Od NAI LZI �CV 1+ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND, L PLYWOOD F ILYWOOD FASTENED TO TRUSSES 0 SHEATHING VITH 8d COMMON WIRE NAILS @ 4" YC BOUNDARIES 6" O/C EDGES 1 ,8" O/C FIELD — 15;z PLYWOOD SHEATHING MASONRY -- WALL BELOW 0- 5/8"X10" J-BOLTS @ 24" O.C. P MAX. (MIN. (2) PER BOTTOM T4 PLATE) [ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. � �4 r�__­) 1931 (D 0 C- to � < I V) (D Q) C_/3 4—J LU U 0 LU V) C_%, 1- E 0 co W Cn 0 a cli LU E 0 (D Ce) 0) Cl) M co C14 0 c) 0 W LL 00 5 d �� C) 0 a) 0 _�, r-_ 05 CL8 LO 0, < 00) a <CL A I c= 0 C.9 z CN MW 4F 0 8 LU -.Lu �S.jdLj_: z C 3-.1A W,04 S." a z C' LL Lu To the best of the Engineer's knowledge, information, and 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. z r*4 0 > U-) C:) zM Ln CL V) (110 -2 In z L_ LL CL fu Q� U 0�. C;0 z § E z Lu C:) W _j C:) 0 0� Z Uj U_ 0 LU z M LLJ � � U LVU) 0 0 z< 6 8 wcc Uz, zz 0. ba:e: L_U� T__q U=) 8 8) 0 U) 0 O� 0 U LU N = 0 �_2 CL 0 z @ z LL, C:) Ln r_j r'4 e"-N Ln _j < F- < -z lue 08 0 Ce < C:) LU 0 ( U LU 2 9 Cg E 15 1zn �M, - _0 ro z Z C) z . 71: R FZ- LU 0z ZO, 0 L_ < U cu > Uj r-4 - �i 0 W z �- LL 2 > 9 0 & Lo C:) LU LIJ 0 LL z < '<'� ." �-- 20: so Lr) D Z) < W C) 0 RX U_ U0 x z 0 Ly LU < c) LL g LL z LU > 0 Z :5 z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. S4 a SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER 7 . 7CKNAIL NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ TOPCHORD @ 24" O.C, SHEATHING DETAIL EA.OUTLOOKER 21'x4" BLOCKING FOR 4 77 7 TLOOKER FIRST FOUR x ROWSOF 45* 24" MAX. i\-USP TOP CORD BLOCKING ---- 45'± x 2X4 CONT"L" BRACE 45'± TRUSSES @ RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CR08S BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL@ RIDGEFASTENEDAT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 I KER 2x8 SYP#2 "L" BRACE TO X4 K KERN 48" O.C. EACHJOINTW/(3) 10d @ _O�F @ 8" 0' /C. EXTEND @ LEAST 90% OF 8 O/C MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GAB E 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 W1 10d EA. END BLOCKING Z_� 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 0dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING 7 THROUGH CHORD CORD ATTACHED W1 (2) 16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE v 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 'IT" ON TOP OF PANEL BLOCKI`NG WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4--0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3116"x 2 1/4" NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION TAPCONS. SECTION Ll� WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 SCALE: N.T.S. � �5 REFER TO DETAIL J ON SHEET S5 FOR Q C-4 X-BRACING, AND TOP CO x USP HGAM 10 W/ (4) CHORD BLOCKING 00 00 1/4"x1-3/4" WEDGE INFORMATION -111. BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS -TWOODTRUSSES 2 co 00 ;o /,,,,-2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS _7 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 IN 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 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. 65 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARNG LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ( B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x ;ROSS BRACING -�7x 3EE PLAN FOR r— OCATIONS) 1 Odx3" O/C TOENAIL 6" OIC W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT IIvAII Ult%l CZ9=F= KAMIZ, CROSS BRACING DETAIL SCALE: N.T.S. ­1 1 . ­1 All 1� Zx4`�� RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: NT.-S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE - APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W1 (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 IG NOTES AND NAILING BACKNAI L W/ (2) 16d NAILS SCHEDULE FOR L SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCkING )CKING tROWS FOR FIRST FOUR 24" MAX. EA.OUTLOOKER VDOUBLE SCHEDULEFOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPI AL TYPIC Z L TOP PLATE 2"x4" CROSS BRACE V 2x4 CROSS BRACE APPROX. C APPROX. 8" FROM U USP SP 8" . FROM RIDGE FASTENED AT FR� RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W1 (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE FRAMED WALL - SEE -Z NAILS @ EA. END /2X6 LL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" _OSB @ 48" 01C FOR THE SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12'O.C. FIELD END TYP. TOP & �11_(2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING 2x4 BLOCKING VVI ke-) lQ-U I UMINIAIL0 O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END -\:2x4 'IT" 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. BACKNAIL W1 (2) 2x4 OUTILOOKER F16d NAILS @ 24" O/C TOP CORD _F 77BLOCKING FOR USP RT1 � 6R x FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGESOF . SHEATHING TYP. /_"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSS /�GABLE 1/2" CDX PLYWOOD OR 7/16" �Tn_qR 4qwi=ATwwr., ATTArI.4m 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xII-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR 1/2" SCREWS _�__SONNECTION 2x4 'IT" ON TOP OF PANEL--J BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ f-77 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION (-q--� -4- SCALE: N.T.S. �, �5 ` MINIMUM (2)16d PER JOINT \-MINIMLIM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) - 1-11--­ ­ . ­_ , . � , . . .1 GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER F F@ 24" O/C In BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF . SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH ( EE TABLE) //�BL RUSS 112" CDX PLYWOOD OR 7/16" OSB SHEATHING t ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS �,--2X4 'IT" ON TOP OF PANEL I �Ni BLOCKING, FASTEN WITH t`�,3 1 Odx3" @ 4" OIC USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2X4 BLOCKING-,,,,,, ­2X47" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 4� L )I 1 Od NAILS 4' O.C. TYPICAAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. S5 2x4 'IT" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL W1 10d NAILS @ 4" O.�__\"� TYPICAL 7TJ— GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" OIC .,-GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION r4 16d PER SIDE SCALE: N.T.S. SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C _11,""\,�_BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. (cD NON - LOAD BEARING LOCATIOR (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.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 2411 0'0" - 31-0" 3-41- 6-011 6-10" & 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 1 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. d UJI . / - . - . - d LU 9 9 9 z W M < 9 9 9 ;T d W 9 d- W . . . NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �7 /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48"O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION LO co V) (D (3) U—) n U 0 LU V) r`W1 'Re E 0 ::) wo V) .20 0 Uj CD CO 0) ce) co o CN -r Qj 0 = LL 00 -00 :3 < 0 0 0. < 6 13 DD C B D C 8 0 zLj-. -4, -J LU z z L 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) z 0 c) > V) F__f CY) M Ln Ln U_ z CL e-s ro fa 0� U 0�. 00 < . Z3: z LU C:) W _j C:) 1.0 z 0 ED U_ LU Z V) L L, C Q � Iz- aw F- X LVL)' 0 P >- zo z >- z< d 'MC: F- Z Z Z Z, (D z LU _3 U=, 3:8 . 0 4 0 od 0 U=O t ED C14 0 z (9) LU z UJI Ln < CL F— 0;� LLI jr 11_� 0<� < lue 08 LU 0 T 0 C:) U LL, v) CWO 2 '0 Z C:) LU z :Cy �Z_ ;i Z t LU LU 21 S) 2 �j < 0 P > W ,0 6 -: �, � 2 2 L>Lj g 8 --j C:) - Ou-zO< -Lnue 0 <,!;E 0 Lr) CY 2: LL 0 Ln X z z 0 < _j 00� _j iL LU Uj < " x C:) LL < z LU > z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. S5 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFEtlX8 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOORJAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAIFOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR P (TY ,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ° 1 X 4 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 W/ 8d @ 4" O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" FURRING TAPCONS (n'P,) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16".T. 2X8 BLOCK@ SPACING " STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 1X8 PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK(TYP.) FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" TAPCON @ 16" III 31 METAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2"DRYWALL 1 X 4ZID/ IL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILElla JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3' +2++ NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS LONG TAPCONS N 1/4A 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED 16" O.C. 2X8 JOIST & (4) 3/16"A-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK .�.5n BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN _F11 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP x 1/4" TAPCON (1 1/4" MIN. =1890 #FOR 2 STRAPS • ; FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX d SOLID W/GROUT x 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS _ USP RT16M W/ (8) NA11 NAILS & (6) ' x 2z' ..::, TAPCONS 1/2 DRYWALL "'' "' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 8d NAILS AT 8" O.C. AT BUCK„ 10d NAILS x 1- NAILS AND 2 2 x 8 45 DIAGONAL (4) 10d NAILS INTO LAVE CUT OUT IO.S.B.ON E A U IN THE '' : :;' (4) 4 X 1 4 WEDGE BOLTS [ (1) STRAP = 1225 # , 2 STRAPS 2450#]) ( ) - BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION tl 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" ARCH PANE CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK L POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. - IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' a. '.. ' ;� ': �;. •: SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN 4 ° CONNECT W! 8d NAILS BRACE/ BLKG. •- N.T.S. e. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4701 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/z' WOOD ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 1/4" X 31/2" TAPCONS AT 16" XO T 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD VFRyq� (3) O.C. + C FOOT ,t " 1 -0 5 -0 SCALE: N.T.S. SS 12 + + h� PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLOQ 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED � •' • ' •� s ••�. • /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° • : o.. n > #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8° (5) -12d NAILS + + gyp• 1-0„'° P Is° CENTERED W/ - 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r ®s • . ° °> 90 ' IN TOP o KNOCKOUT / N EACH TRUSS _ _ • a ° ° CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ 2 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ sj CONNECTOR '® MONO FOOTING 1 .a e.. 0 ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS - BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/SCHED. LEAVE A CUTOUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL A. ° ° 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .D DIRT 4 z TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CELL °' 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") 11 , . L. - ,, . _ ., INSTALL WDW SCREW---'THRU BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAID. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" s ° �i s• `\��r s• • ter s• ��r e• \�•r se ANCHOR INTO ARCH BLKG. OSB INTO 2 x $ O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR � 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 W/ (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 8" ALL STUDS COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS g PER ANCHOR 9 a. PANEL ) T #5 BARS IN. 3"CONTOCCURS TOP WITH MIN. 3" XIEDIA. EPDXIED THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. � Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_p� 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE Q � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL I. , LU a REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. ;.; ;;:°:-` , :^ g°. ,�, ; ,III- I= I =I I=� II �- _ 0 z , 5X6 EMBEDDED INTO _ _ .i^ 6 MIN. LAP SPLICE W/ ° "' p o — _ - 1I I I- — g FOOTING EXISTING F N 2-#5X6 IN CONC. ' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. ' `''`'° '` " `` REINFORCING PANEL I I 1� to m14 FILLED CELL ll� DRILL 3/4'X6 MIN. HOLE - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N p REMAIN FREE OF MORTAR. NOTE: Cl) z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS N. SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3„ TOOL 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.of COVER EA. WAY A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. ' J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE DF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" = T-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. 0 LO zM 0 z <C O J 0 N C� Qw w 0 � 0 o0 U W 1— E N M C f0 M 1L0 —(° Oo0 Ua> r�CO �nao Y L d Q rn rnQ o s D. N C B D C ; 3 zA C .ICI f`. '.-.° `ems fig. rA,q �r a ao �,h .O 0 .. ; J �L LL b+ pye $< F,�d - LL Uj -'K xof 4a atlu El 1:1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O OlV Z ow U0 ­ M (n O M Q V) 1`0 Ln d V)z V) HLL Q \� 0000 Q Z W.W_I 1.0 d' oz W LL o Wm< U 2: no �z>..z¢U zaQUQQ =X,?wz gW2oin 0����0 U~c=OZO° d. w J O yy 7 T� Lf) N Ln Boa `J O W000w ,Fz 0w '.0 ZmO oW� zafwozZ V� O UjUjOU_z- as oo t--� LL ��°zQ LU Q LL Z Z 1- 4 _J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. 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/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS ,DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A ----z—WOOD TRUSS -/ A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" CB DB- VVI Z-- I vu �w Lr-%%�j I I I VVL.L-) 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/ (114) 1 Od X 1 1/2" EACH TB i PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX TRUSS SEE ROOF SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A `E "'u AN SHI G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP, ��A TRUSS K HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (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) 1 Od 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 OL VARIES x 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d 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. PLAN OCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL L"""��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" SCALE: 1/2"=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/(l 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 USP HD4101F BUCKET OPTION. SEE L.SEE PLAN L. @ F -F FOR CANTI SPLIT TO TIE SEE ROOF PLAN FOR PLAN BEAMS TOGETHER MORE INFO E FLOOR PLAN FOR COLUMN SIZE& BA —7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO !!__� REQ'D ONLY WHEN FOR COLUMN SIZE L -4 INDICATED ON BM. & ADDITIONAL INFO. L L — — — SCHEDULE/PLAN ___ --7/16" OSB FLITCH PLATE 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 BIVI. TO POST ATTACHMENT SEE ROOF PLAN SCALE: 3/411=j.-011 FOR BEAM SIZE & FO BM SPLICE OVER CONNECTION IN 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 r§N TOP OF B�EAM I�V Igor! 011 \—SEE PLAN FOR CANT. IF INDICATED 0 SEE FOUNDATION PLAN FOR MORE INFO COMMON BIVI. ATTACHMENT( 18 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. — — — r 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: 3/4" = V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. '---MASONRY WALL BELOW: USP HTAII 6 @ 4'-0" O.C. TO GABLE MASONRYWALL — A TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE LAN SEE TRUSS P TRUSS \—COMMON TRUSS SEE ROOF PLAN _a FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT ,--CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE R GA LAYO BLE END UT SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING P ILI ATTACHED PER NAILING SCHEDULE x SPF #2 2 AT 16" O.C. A I BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-1 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) SCALE: 1/2" V-0" 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) MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE PER NAIL' NG SCH (2) 2x4 CONT. TOP PLATE SEE PL IT PLAN HI GH T U US S: S USP SPH4 EACH STUD TRUSS I j /SEE PLAN 4) HIGH TRUSS%� BRG. SEE PLAN FOR CONN. EXTERIOR/ROOF SHEATHING ATTACHED — - PER NAILING SCHEDULE 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION HIGH TRL BRG ' EXTERIOF j SHEATH I PER NAILI USP LSTA I I 'SEE PLANs 18 EACH STUD LOW TRUSS PI AN BRG. FOR CONN, 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARINGrl 3 SCALE: 1/2" = V-0" W 0 112 < Ln (D C-f) LU 0 U — 0 -a)- V) =D E 0 W 0 v) U .20 00 r- cli 0 Cl) LU E 8 0 Cn C W Cl) 2 -a- m 0, ai Q w .20 mc U_ W '5 - 00 Cup 0 0.0 LO 0a:s 0 A I 8 D. k, - C14 c" 41 c""s zz - -,-, !�N'�L _j _j d�- Sz- W Cc PL .<LL U�o .-= r. �. .2o" Q 21 50 'gt v �F L IL SSI (D LU x nlwl`�oli U co 0 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0! C:) C) z r-4 0 (v r-� 1­4 4.J C:) in =3 > Ln ro z(4A - M Ln tn 0 z an) Ln < " U ce U CL 00 < - E WUi z z C:) _j C:) 0 ILI" ZO LOU, Uj Z M Z z cc U 0 0 9 Z z 0 z �jz< U x 1­- Z z Z 2: Z, _j �:,u Otn D 3: U 0 840 Lu z 1, 0 LU z LU C:) T__4 r%, Ln r*4 N Ln _j < .35 < z U 0 LU 2 s g 0 -0 Z C) .0, �_ V) M LL 10' 0=, z g (, �_ z C:) W 0 rn Z CY ": . ZO n-AZOOP > LLJ f '**4 06 0 x 22>90- Lf) C) co LU 0 U_ z < ct� LFU_ 20: 00 =) -< q Ln z =) � 0 (Yx U 0 Ln Ln - z z< r_q ,zr 0 -1 LU i Uj CD U. U_ z LU > 0 Z W :5 z P-1 _j 0- U) SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 16-6652 SHEET NO. D 1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE A WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE for w shall comply with Section R703.8. 2.10 Flashing, Sealants and Weatherstripping. Flashin and sealants o exterior windows s a c R61 s 99 pY BARRIER -_ TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING :::? ::>:ii. . 3/4°-1" BEAD OF CONSTR. 0.3 In : 12.0 In (O.6 Cm : 30.5 Cm) R703.2 Weather -resistant sheathing paper. One la aye of No.15 as halt felt, free from holes and breaks, comp) in with AST D 226 for Type 1 felt or 9 P P Y P Y 9 = a SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 _ (ASSEMBLED WINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR mm . The felt or other approved material shall be continuous to the to of walls and terminated at penetrations and building appendages in a manner ) PP P P 9 z 3 CEMT. FIN. to meet the requirements of the exterior wall envelope as described in Section R7 03.1 2 WEATHER SELF ADHERED FLASHING BUILDING PAPER = -�= RESISITIVE Exception: Omission of the water -resistive barrier is permitted in the following situations: z - - BARRIER SEAL TOPS OF JOISTS WIRE LATH 1. In detached accessory buildings. 1 UNDER DECKING ` suBFLooR 2. Under exterior wall finish materials as permitted in Table R703.4 - --= SELF -ADHERED FLASHING (SEE DETAIL WP07) 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. HEAD FLASHING TIE-IN INSTRUXTIONS: ° R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or 1. Cut, fold up & temporarily secure weather resistive RIM JOIST penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The barrier above header to allow for flashing flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 1 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 3. Fold weather barrier back head BE USED. resistive over flashing and seal with tape 2 2 Q following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. SELF -ADHERED FLASHING FLANGED WINDOW Scale: NTS 1 SELF -ADHERED FLASHING , SELF -ADHERED FLASHING ' 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1.4 In accordance with the flashing method of a registered design professional. FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 4. Continuously above all projecting wood trim. EXTERIOR SHEATHING -� 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. p y ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE FLASHING SELF -ADHERED FLASHING 6. At wall and roof intersections. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 7. At built-in gutters. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) REFER TO TECHNICAL LETTER ON CHEMICAL ;?_;.� ':i:;::'.;?::li:;;:... SCORED R703.6.2.1 Wee Screeds P COMPATIBILITY :::::.::::.::t:::::>_:;;.:;_: APE RELEASE PAPER A Minimum 0.019-inch No. 26 Galy. sheet gage), corrosion -resistant wee screed or plastic wee screed with a minimum vertical attachment flange of i 99)� P P P 9 SELF -ADHERED FLASHING s NG SELF -ADHERED FLASHING BEFORE FOLDING, SCORE ( G n 1 /2 I provided a r w the foundation late line n xterior stud walls in accordance with ASTM C 926. 3 shall be rov t o below o e PP EXTEND A MINIMUM 6" ' RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) VERTICALLY FROM BOTTOM OF 3, 1 O THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING O � PRODUCTS DETAILS 2 SELF -ADHERED FLASHING cJ TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND NAILING FLANGE 1r. 4 ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 Detail Instructions Refer to the number marked as # in each detail that corresponds to the numbered items in the list of BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 2 7 instructions below: 1. Install self -adhered flashing in order as shown by numbers SELF -ADHERED FLASHING aims SELF -ADHERED FLASHING , SELF -ADHERED FLASHING ' HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER • 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - Ground for 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 u SHEATHING _ piece of flashing material (6" x 6" Minimum) 1 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner Water Resistant Barrier 8. Mechanically asten as necessary Lath SELF -ADHERED FLASHING Sheathing PATCH Stucco - ............. ° . ° e ° ° 7/8" Cement Plaster DOUBLE :--._.�1 : tia --===t- 3...:_:::'--.-. ° 4 a, ° TC 2 in accordance with ASTMC926 JOIST _.. _ ___- _ ment Plaster SINGLE WOODBEAM - ° . ° ° ° ` ° Felt backed metal in accordance with JOIST BELOW _ 1 SELF -ADHERED FLASHING Foundation Wall ° : lathe in accordance ASTMC926 SELF -ADHERED FLASHING _-: - ._ _- 1 a o a 4. ° tr as a .. ............ with ASTMC1063 ............. Felt backed metal 2 a Building Paper lathe In accordance SELF -ADHERED SELF 3" MIN 4 with ASTMC1063 FLASHING -ADHERED FLASHING O 2 5 /, ' 7/16" O.S.B. Building Paper sheathing 7/16" O.S.B. Metal sheathing SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED Flashing ' DECK JOIST OUTSIDE CORNER Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Stampede or similar Weep Screed cauk bottom 1 1/2" to 2" joint only Above Roof Weep Screed Sheathing Installed As Per Manufact. Specs. 1/2" Cementitious Cement Plaster Decorative Finish in accordance with ASTMC926 All inside and °® over wood 2nd ,®•°. ®° ° ° outside corner will ® floor ° ®•®m®®® need to be miter cut and caulked all '`°°o.�,o v•o,®•: butt joints need to ° ®•�® •Q • becaulked using �• • Stampede or sim. caulk for all Nil y; l! Note: The building paper and metal lath must be Cement installed over the top of the weep screed. Plaster over block 1 st floor WEEP SCREED DETAIL NOT USED , NOT USED NOT USED SCALE: NOT TO SCALE 0 zco 0 0 -o z z� Q J i1 IC� � 0 w Q 'U - w O 0 � M o oM U LU CD M c M co EO - 22 O N O L o0 r-F00 Ly Y 0 Up to CL O Q 007 t Q o ' N c e•D•C � _ N LO M N L0 r- .n V N � N � C%J 0 d 0 ro Z tA Z W = c CV J �.�. 1" n 0 W a 0410 � J ' ..0 u' a a LL o L W a LL ti - Z�ar.. O m � _ a Z N o .n VN2oN mm . w o Z Z r W QO a N M :e 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z fV Oa) N H M O a�M � MLn Z Ln 0 11".. " LL In ZV CL M CL 00 ZQ �� � M WJC) d- oZ WZ�oCL Lllm QZ2 W zaOU Z <UXQ =�?W<Z c�go o�.'ul gV J o CLQ U~0.0ZO r�--I d. W O 3J Ln U Ln �� Q LLJ boa LL, O z UWZmo "� z o°W�l- z CY Z fu Z LL �WozOO J N ~ 0 LIS oWoLLZ� 1 �ocW2:o 0 =aQ0o i- ,-I �- o 0 Z a o �a.Yw r-I LL z Q Z Nl a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 16-6652 SHEET NO. Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7r2WDI5 Product Approval Application Detail 22111 Entity or 20 29 Data Pending no Im Version Mnul,,W— Contact E-I,,,&L[,— Validated By VBfttd Submitted FSCA,—1 A—M ima Revision 2D14 Thernme-Tru Concmisew Pick ftht National Accreciftefil. & Ry. J. I(Ing, P.E. 02f2e/2016 0210SWIS 03/=015 Approved Category: Exterior Dome (419�IIW1740 Managamert Institute (813)787-8283 Subcategory: SwInging Exterior Dom Aumemblia WeivillrMftconsultards. Compliance Method: Codification Mark or Listing COM 1229 Pd,,tMdl N-,br-N Product Descristion Uualky-4mun� Contract aminallon Dow A,—,d for it, HVHZ Use Awroved outside for Use Im" HVRZ Res Deeken P—re 5 a. &wotSmooth-Stw&qjo1; and &cruot Benchmark by WS and WO Opaque and Grand FlbiMlass Door with 121W202I No Y" No WA Therma,Truliquol; and without Sklailtes. Inswing and Oubiwing 2291 Entity or 2pk Rik Date Pending IYK version MMU%CAUM Cftt Enerin"r & License Validated S� validated submitted FlICApproval A"r&,,d am& Raves. 2014 Th—Tru Cmpmaklmi Rick Wright National Accreditation Ryan J. l(Ing, P.E. 06/28MI5 OSM302015 07/05MOIS Approved Category. Exterior Dome (09) 296-1740 Management Institute (813) 787-82811 SubCdeporin SwInging ExImforDoorAssambiles ficlov4svibidgloonsciftants. Corapthurce, Method: Cordlicallm Mark or Usting NEIR011011111= 2219 Product Mocki. N,,b,, or N— Product D—doldon QualkorAssimures AverovedforUst, In Ajacroved Darted, for Use knoact HvHZ 1111alshelt DIWW Pressure 6 o. &quot:Smoob-Stff&qum; arid &Wot;Bwwhmrk by full and &0 Opaque and Gkind Fiberglass Door with 112,31/2021 No Yea No NfA Therms-Timiliquol: and without Sidefflas, Inswing and Outswing search crifterl. Code Version: 2014 FL 0: 16225.5 Application TYW. ALL Product Minuilismider, ALL Category. ALL Subcategory. ALL Application, Stelae' AL Corno... MW-d: ALL Quality Assamance entity Contract Expired: ALL Product Model, Number or Nam: ALL ProductDoscript! m ALL Approve for use In HVHZ-. ALL App— f.—cutid*HVHZ. ALL impact Ld .1sterit, ALL Deallist=u. ALL Date From: ALL Date TO: ALL Florida Department of Business & Professional Regulation "" I "' Building Codes and Standards 7MOM15 Product Approval Application Detail Code BMW 20 Date Pending Do J)M Verelan Manufactu Contact validated By validated Suiturefteed FOCAPproval Awroved states Aflimiation 2014 MI Windows and Dome anent sitang" Los Roberko Lomas Steven M. Urloh, PE 04AJ0120115 04rRM 15 05/06,2015 Approved Category- Extends Dome (717) 36&WM PE-62514 (717) 93241140 SUbCaterrovIc Slkyrgl Exterior Door Assemblies bsurcirmCmIsid.corn compliance Method: Evaluation Report from a Florida Registered Architect a a Licensed Florida Professional Engineer 22a Product Model. Nonuser - N.. Product Damnation QuaffivAnummos A,mcned fix Use Atemovad for Less Incoac Deadjan Contract Excirafloc Date In HVHZ Donald, HVKZ Resistant Present, 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX XO, XX 1213112016 No Yea No NIA 98&quot,x80&qu-t; NON -REINFORCED Search Criteda cc" version: 2D14 FL 15332.2 Appftmtlm Type: ALL Product Manb.4— ALL Category: AL Subcategory: ALL Application Slatus: ALL Counpliance, Method; ALL Quality Assuremos Emery Contract Explre& AL Product Model, Number m N—: ALL Product D..,IpU : ALL Approved 1. .. In HVHV. ALL Approved for u0s, Outside HVHZ: ALL Impact Realburic ALL Design P m: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pao I or 1 Building Codes and Standards 7r2MIS Product Approval Application Detail Burch Criteria Code version: 2014 PL 01. 15279.37 Application Type: ALL Pdt Manulactuw. ALL C-levorr. ALL Subcategory: ALL Appli,.fle. Status: ALL Compliance Method: ALL Quality Aunummuce Entity Contract Expirach ALL Product Model, Number or Phsko,. ALL Product Description: ALL Approved for use In HVK7-- ALL Approved for L: oubside HVHL. ALL Impact Rasistamb ALL Design Pressure., ALL Date I—: ALL Be* TO; ALL 8—h Criteria Cod. Version: 2014 PL 01 15217A Applicieflori TYW. ALL Product Manuisclu— ALL category: AL Subcategory: ALL Application Stattor ALL compliance Methrodc ALL Quality Assurance Entity Contract Expine&- ALL Product Model. Number or Name: ALL pnodkicto .. ftd ; ALL Approved forr use In KVHY-- ALL Appov for use outside HVH7- ALL In"a Resistarrit' ALL Design = ALL [)at. I—: ALL ])at. To; ALL Florida Department of Business & Professional Regulation Building Codes and Standards 72OW15 Product Approval Application Detail r"I Enft or 20 Data Data Pending 20 lot Version Maeurfincluror contact Eauln"rILLIconsim validated 8, Validated Submitted FIBC Airmayal Awroved Status R.vW.n 2014 M! WindOwl and DOOM Brent Sidinger We Roberto Lomas Brown M. Urich. PE 011130/21015 0612=015 0710W20i5 dhV FSC Apm, Cidegory, VAnd— (717)3654300 PE-821514 (717) 93245M SubCalsqW. Single Hung b.11fingereawd.00rn Compliance M-th— Pvaluaffn Report from s Florida Registered Ardhie"t or a Licensed Florida Professional Engineer --- ---- Product Me&], Number or Niume ----- GuallIvAssurnmost Product Descirlirtic, - Awroviml In HVHZ DOW, for I%* HVHZ Impact Darkm Resistant presexam 9 SERIES GA 195 ALUMINUM TWN SH SERIES CIA 195 ALUMINUM TWN SH NI 1213112015 No Yea 140 NIA CONTINUOUS HEAD AND SILL 80 11W2 Search Crserla Code Version: 2014 FL #'. 15217.9 Applilcedort Type: ALL PrOdUctManulecturer, ALL Category: ALL Subcategory: ALL APPk*d- 911111318' ALL Compliance Method: ALL Quality Assurance Eft Contract Expired. ALL Prodoot Model, Number or Nanne: ALL Product Desculptl : ALL Approved for use In WVHZ.- ALL Approved flor — outild. HVHZ: ALL impact Resistant ALL Design P— re: ALL Date I—: ALL .. TO: ALL Florida Department of Business & Professional Regulation Pew I d 1 Building Codes and Standards 7MOM1 5 Product Approval Application Detail Entity W 211it 2111 Dt,]-NrdL- 21k mm version contact validated Ey Validated Submitted FBC An—[ Awroved 1111110 Revial. 2014 Thanne-Tru Corporation Rick Wright National Accreditation & Ryan J. long. P.E. 021260HS 02MI2015 Oa/03)2016 Approved Cabirrory. Exleflor Dome (419)298-1740 Management Indbute (813)787-8283 Subcategory: OWnging Exterior Door Assemblies Compliance Method, Codification Mark or Usffng corn or N— Qualltyrfluseurnsys; product D-1,11, Ammocid for Use Asoriond for Us, 1. HvHZ Outside HVHZ himunt Dealon Rsabdffird Press— o'=umbel o seftelliquot., Squotconsauctlort SM and SM Opaque and Gland Swed Door with 12/31=1 No Yas No WA Wes&quot; and &cructBerichmark, by Therms,�Trullqluot: Transoms. Nth and without Sidalfies. Inswing and with Transmits OutswAng Code 1"W or Data Date Dot, Pending DRIP. TV" version mmuftoturo Contact Valklabud By Valethead Submitted FOC Approval Ationowed am - Review 2014 Therma4rm CoToration Rok Night National Aocniftation & Ryan J. ". P.E. aw2samIi 00113MI5 07/0542016 Approved Category: Exterior Dome (419) 2Wi740 Minutgarmer, Institute, (813) 787-82M Subcategory. Swinging Exterior DoorAssembliss dolaNaMtk19-511hantS. Compliance Method. Centicatlon Mark or Listing --- ------- ------ Ala M Model, Number " Name QualflvAssurim- Product Dawned- A,,—,d for Use Admorned! for In Outside HVHZ know; Design Realistic I"—. 0 t &Wotpramium seds"quot, I%quotconstructlon GM and 810 Opaque and Gland SW Door with 1213112021 No Yee No WA Sorles&quot; ard WotBanchmark by Thernme-Truftot Trassoma. Wth slot without Sklefft". Insuring and with Trarsorns out -wing Cod. Veteran: 2D14 Pl. 9-. IWIILS Application Type: ALL Product Mnufacte— ALL Category: ALL Subcategory: ALL Application, StOm' ALL Compliance Method: ALL Quality Assurance Entity, Contract Expired: ALL product Model, Number m Nars; ALL Product Description: ALL Approved for use in HVHZ:- ALL Approved for use wields KVKZ: ALL Impact Resistant: ALL Design Press re: ALL Data Frosic ALL Date To; ALL s�llcrftda Cod. V-1cn: 2014 FL 0: 18332.3 Application Type. ALL Product Muruelebaw. ALL Calsg-y' ALL Subcas"ory; ALL Applitedon Status: ALL Compliurcuslifialuxi: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In NVHZ-. ALL Approved for eas Waste HVRZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Dale To: ALL Florida Department of Business & Professional Regulation page i oil Building Codes and Standards 7r2mis Product Approval Application Detail — --- -- 22111 Entiltv, or Date Paralk, M Nk 1M version manufacturer Correct SubMWd FBOAtranocal A .... vd ltwml Revision 2(H4 Clopely Bulkling Produft Company Mark Westerfield ficturbilk Testing Services NA Gary Pluehlm 011112WIS 031191mia (IMM2015 Approved Cidep.rig Exterior Dome (513) 770-WR Inc, - ETLNVamock Hersey (513)519-ftai Subcategory' . SeCtionlil Exterior Door AMurbitles mwesterhadectopury.00m Compliance Method; Certification Mark or Usting It" Product Model, Number or Name Quaillyfloulusence Approvasl lber Use Adoroved for the Product Description In HVH outside NVHZ Imeact Desion RItnt P- — re 53 063 WS-16 PAN-2F1 63: 04A, 04, 73, 76.1500,190, 4RST, Steel Pan (an. 25 ga.) DWW�Car (W2' to 10'0' 05al/2026 No Yea No -30 PSF/-S0 4RSF, 8— GRSF, 48,42, 65,48B, 42B, 55S, Goss, -Ide) WINDCODE&#1 74: M Garage Com P8F GDS9V, GRSS, GRM, AR56, ARSSV, FDW, ED5SV Code Version: 2014 FL#: 115279" Application Typo: ALL Product Manufacturer. ALL Categouir. ALL Subcategory: ALL Applicaficer States: ALL Compliance, Method: ALL Quality Assmance Entity Contneat Expired: ALL Product Model, Number or Nerna, ALL Product Description: ALL Approved for use III WtM ALL Approved for we wiside, HVKZ: ALL I.P..1 Resheamc ALL Design Pretinue: ALL Date From: ALL Date To; ALL Florida Department of Business & Professional Regulation Ps,s I of 1 Building Codes and Standards Product Approval Application Detail rat Eaffity m 29t 111112 Data P..dh. no 11122 version contest Valklised as aubmimd FBC A,—[ AvisnIvild Sudde Revision 2014 MI yvindows and Doons Brant SItinger Luis Roberto, Lome Steven M. Udch' PE 00130*015 0SM0115 01MQ016 ding FDO Appr Category: Wndows (117)3116-3300 P&W14 (717) 932415(X) SubC.sai Gyros Hong bofflin".W.— Compliance Method: Everuallort Report from a Florld. Registered Architect me Licensed Florida Professional Engineer C - lianiftAssurence Approved for Use Adorned for ties Witaid Deaken Product Model, Number or Name Product Ditsmisift, C,ntmLE=IU- pass In HVHZ Outside H P—Iton Pressure 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 64X72 1213112015 No Yea NO N/A Search Criledit Code Version: 2014 FL A.. 16217.5 Application Type: ALL Product Minudectow. ALL Category: ALL Subcategory: ALL Application Sby— ALL complI.M.Madbod: ALL Quality Auslarem" entry, Contract E.Phed.' ALL Product Model. Nurnbor " Name: ALL ProductDirsodpilon: ALL Approved Idr ua* In HVHL- ALL Approved for use outside HYH7- ALL impact Resistant. ALL Design Pressure: ALL Date I—: ALL Data Tc4 ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards Product Approval Application Detail 9991 M 20 Data Porallm M T— vissical mmuftwmr cot. Engineer & License Valklabul B%r Subalflad F13C Aomovill Awroccod states Affinnadon 2014 MI Windows and Came Enter Siding" Lul$ Robirk) Lomas Steven M. Udch. PIE 0413(MI5 0413=15 0511012015 Approved C.t.g-r. Wnd— (7M 3864SM PE4QS14 (717) 932-SSW B.bC.t.gW. Horinaral allow b.iffimiariliawd— Compliance Method: Evaluation Report Imun a Florida Registered Architect or a Licensed FWd- Porlesstonal Enginew Ala Product Model, Numbeircr Name QuallIvAssimmos Product Denriedmi Contract Exaltation Data ApomitfixtrUse Asoncy,ml Im Us* In Oubdid, HVRZ hince: Diseloat Resistant Pressure I SERIES GA 198 ALUIAINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12G1/2015 No Yes NO WA 72)(64 Squen;hCrii Code Version: 2014 Pl. 0: 15288.1 Applecatlem TyW. ALL Productlismfiectu— ALL ca"g-ri, ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurence Emily Contrad Expired; ALL Product Model, Number or Marc.: ALL Product Description: ALL Approved for uIut In HVHZ., ALL Approved for — -teld. HVHZ: ALL impact Resistant: ALL Design P--: ALL Date I—: ALL Date TW. ALL Florida Department of Business & Professional Regulation Page 1 or 2 Building Codes and Standards 7MM16 Product Approval Application Deltall ral Erift ar 211g, la Data P..dL. Pairs M I= Version Submitted RED Atibrowall Acwrovod slates, Revision 2014 Therma-Thi Corporation Rick Wright Lyndon F. Schack. P.S. Firm J. l(Ing. P.E. 02W2015 0113IP2016 OZVAOIS 0411MOIS Approved Cars": Exterior Doors (419) 298ml 740 PE43409 (813)787-8283 Subcategory. Swinging Exted" Door Assemblies Wevarwiftoonautents. Compilimm Mohnod; Evatuaffuni Report from It com Florida Registered Architect or . Licensed Flodde Prolesslora Engineer umber m Nam, Product Dialculudon Quality Aseemarice Approved for Use A—yd In HVN Outside , Use HVHZ ran Persistent Dualist a. &quotFlber-Claxakc&quot; or &quct;Smooth-Stsr8quot. 6039;8 &quot;Non4nVa0&quot; Opaque Abargloss IMI/2018 yos Y. No WA Door with Itemp; wfth�ut S"le(a) - Out -wing K OX or XO, OXO, )0(. O)VO Configurations) Code Entity or Date DIM Date Pending D-ta B21 Version, manufacturer comct Validated Submitted FBC Agioraval ADmvd Slatas Revision 2014 Therrins-Irm Corporation Rick Wright Lyndon F. Schadt, P.r. Ryan J. long, P.E. OW28MIS 051=015 071=015 ding FBC Apia, Cieftaliciry: Exted" Dome (419) 200-1740 PE4$" 013) 787-6203 SubCasnoW, Swinging Exterior Door Assemblies rickwiliInvbIdgiconsullants. Compliance Method: Evaluation Relort from a coun Floddit Watered Architect or a Licensed Flodde proleseldral engineer AW Product Me&], Numberor Nams Prodmt Dejuabitimi QualltvAluxurangs Avorcyrac! for Use A—ed k HVHZ Outside for Use HVHZ broad Resistant 0.". P— I a. liquotflbar-Classroll4quot: or &qwt:Smoo"tw&qucd4 OMO;8 &qwt;Non4mpaO&quot; Opaque Fiberglass IW3112018 Yes Yea No WA Dwrwfth &amp; without Skeilita(s) - Ourtswing (X, OX or XO. OXO, XX, OXXO Configurations) Code Version: 2014 FL 0: 15332.4 Application Type: ALL product Memilectu— ALL category: ALL Subc cry: ALL Application States: ALL Compliance Method: ALL Clarity Assurance Badly Conact Expired: ALL Product Model, Number or N—.: ALL Product Description: ALL Approved for — In WHZ: ALL APPMeCiftruefiddhildsHWZ: ALL [.Pact Reawouric ALL Design Pressuric: ALL Date Froya ALL Date To: ALL Florida Department of Business & Professional Regulation Page I or I Building Codes and Standards M20120% Product Approval Application Detail Florida Department of Business & Professional Regulation Pegalorl � Building Codes and Standards 7romis Product Approval Application Detail ral 21111 late Data PIAH- 00 mm V-1- & Ueemes Validated By Submitted FEC, ftmovid Atiamoved awn Revi3lon 2014 MI Wridowit and Dome Brant Sitting. Lure Roberto Lomas Steven M. Urich, PE 08-1412016 061252015 071MOIS ding FSC App Cali Windows (IM 366-33W PE-625114 (W) 9212-MM Subcategory. W& Hung balffir"ad.com Compliance Me": Evaluation Report Amn a Florida Registered Architect or s Licensed Florida Pm1e.alorad Engineer Product Model, Number or Name Product Direcdoddin Out I d1tv . Assurance A--,d . finu - se Averaged . for Use largest onkm Contract Expiretion Date In HVH Outside HVNZ Renista, Pressure, 7 SERIES GA 196 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 II2131/20ili NO Y. No N/A Search CrIted, Code version: 2014 FL ift. 15217.7 Applihistion Type: ALL Product Mannuffiecturem ALL category: ALL Subcategory: ALL Applicatimn Status: ALL Compliame Method: ALL Quality Assurance EndlyContract Expired: ALL Product Model, Number or Near.: ALL Product0samfirld : ALL ApprovedforusernfIVN& ALL Approved far — outside HVH& ALL impact Resistant, ALL Design Pressure: ALL Data Froor: ALL cars To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7MOMIS Product Approval Application DMAll Search offends Code Version: 2D14 Fl. 0: i52BB.2 Application Type: ALL Productlifterudechron. ALL Category: ALL Subcategory: ALL Application Stakes: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for — oulaW. W*U: ALL Imp..t Realshift ALL Design Pressure: ALL Data F— ALL Delta To: ALL Florida Department of Business & Professional Regulation Page I or I Building Codes and Standards 7010015 Product Approval Application Detail Search Criteria Code Veral.: 2D14 FL Ik 115332A Application Type: ALL Product Manufacturer ALL CA-110"T. ALL Subcategory: ALL Application Stedus, ALL Compliance Method: ALL Quality Assunruca Entity Contract Expired: ALL Product Model, Number or N—: ALL Product Descelpdon: ALL Approved for use, in HVHZ-. ALL Approved for — -tW. HVHZ: ALL Impactibeelsteart: ALL Design in preseeirs; ALL Data I—: ALL Data To. ALL Florida Department of Business & Professional Regulation Psg� I cr 1 Building Codes and Standards 7�15 Product Approval Application Detail 9W Enft or Data Data Date Pending Do Ln Version Mwtufamw It Welshed Subr~ FBC Atimcnall Ationvywd Awn Affirmallon 2014 MI Wndows andl Dome anentsungne, Luis Robeft Lomas Steven M. UrIch, PE 0413aW5 04/30=15 05IM015 Approved category: Exterior Dome (71T)SOIS-3300 PE-82514 (717) 932-M SubCatepow. SlIcHng Exterior Door Assemblies lx1flingerCanivid.corri compliance Method: Evaluation Report ftm a Florlde Registered Airchited or a Licensed Flodde Profe"Wal Engineer lag Product Model. Number or Nesue ------- ----- Q,IkvA—,n, A--,d am Use A-,,,d for Use laroact Deskin ProductDosmtimi In outside WVHZ Resistant 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCEDX)X I23IJ!?0i5 No Yea No NIA I43&q..t;x96&quoI; Code Version: 2014 FL #.- lsm�s Applicuition Type: ALL Product Manufacturer. ALL Category, ALL Subcateserr. ALL Applicattort Status: ALL Compliance Method: ALL Quality Aseumance Enter contract Expired: ALL Product Model, Number or shurst ALL Product Descriptlem ALL Approved for uso In HVHZ. ALL Approved for use outside HVKZ: ALL impact Roalsieft ALL Design Pressure: ALL Data From: ALL Date To: ALL Florida Department of Business & Professional Regulation Pass I of 1 Building Codes and Standards 7r2M15 Product Approval Application Detail code Entity or no DOW Data Pending True Version Manufacture Correct EmilmunrAiLlo valiclaw validated Submitted F13C Aporowd Alarroyod 11111till. Affirmag. 2014 MI Wrldows am Dome thent slefter Luts Robeft Lomas Steven M, Uft, PE 04ANM15 04/30=15 05110)2015 Approved Category, VAndows (717) W&SIS(10 PE-W14 (717) W44WO Subcategory. Hodwisal SlIder- belffingerillIadcorn Compliance Method: Evaluation Report from a Florida Registered Archisect or a U—cl Florida Professional Engineer Ing ProdUCt DmfiDdw Awroved to, Use Airmoved for Use lan Deaker, In outside HVHZ Rt"Istummt a SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL I213iJ20i5 No Yea No NIA SLIDER IDOX48 Search Criteria code Version: 2D14 PLA 15288.3 Appiloation'ryps: ALL Product lihimultt.— ALL cabogmy'. ALL Subcategory: ALL Application Status: ALL Compliance method: ALL Quality Assumm Entity Contract Expired: ALL Product Model, Number Or leame: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL k"a Resistant ALL Design P--: ALL Date From: ALL Det. To: ALL PA Numbers PA1 .0-PA1.4.dwf Tampa -Cu > CD (3) 0- 0 0 116- M -0 0- Cn . W (3) 0 C-) 0 CU W 0 L- a- CD ICU 0 0 M LL .cn .U) -0 E "0 F-- -0 W z z W mi 0 CIO 15 a) c- W 0 CL LLJ SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pop I orl Building Codes and Standards 720016 Product Approval Application Detail 9291 Entity a 21k Do pat, Pending M 20 T— version manufacm C(mtoot Ermin"riliLloyn" Wildest! By Vialldefled Submitted FICAPProvil Awroyod ANA Affinnal. 2014 MI VVInduas and Doors Cateow Win arent Swing" Luis Roberto, Lomas (717) 365�= PE-80514 Steven M. U", PE 04MOM15 0413=15 (717) 932-MM 05/11=015 Approved SubCRUP�F. Fibilamal SIICW ballfingerill.Wd.— Compliance fill Evaknotion Report from a FW4. Registered ArchbCt or a L;--d Florida Proffes0nowl E — ----------- QuallivAssura— Awroved IOU, Awroved for Imam Design Pffiduat Me&], Number or Name Product D—rintlain contractE.1,111- Do% in HVHZ 2aalifiltilliM Resistant 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2015 NO Yea No WIA SLIDER Search Cnbod, Code Version: 2014 FIL A i5m Application Type., ALL Product Manufacturer. ALL Category. ALL Sbtgory: ALL Application Stodus: ALL Compliance Method; AL.L Quality Assurance Entfity Contract Expired: ALL Piroduat Model, Number or Name: ALL Product D"cdpU : ALL Approved for use In HVHt ALL Approved for use waste HVHZ: ALL Impact Resistant: ALL Design Pressure. ALL Data I—; ALL Data To: ALL 5—h Criteria Code Version: 2014 R. A 152788 Application, Type, ALL Productlidimulaclaw. ALL G~rv: ALL Subcategory: ALL Apple. an Status: ALL Compliance Method: ALL Quality Assurance Entity Contmict Expired: ALL I ct Mpdol, Number or Name: ALL Prod"t D"'Apt! : ALL Approved for use In HVI17- ALL Appow for use, outside HVHZ: ALL impact Resistant ALL Design P U.: ALL Data I—: AL.L Date To: ALL Search Criteria Code Version: 2014 FLA 131922 Application Type: ALL Productlianulactumu, ALL C-leg"'T AL Subcategory: ALL AppkaU- Status: ALL Compliance Mothod: ALL Quality Astaxonts, Entity Contract Expired: AL Pmdmt Model, Number or Normic. ALL Product Descriptill : ALL Approved for use In HVHZ- ALL Approved for we outside HVHZ: ALL Impact Realsilinuil, ALL Design P" w. ALL Dole I—: ALL Dote To: ALL Florida Department of Business & Professional Regulation Pwifl Building Codes and Standards MM=5 Product Approval Application Detail 22112 Ertft or Data Aft Date Pondhsa T"Ve version manuffigagiff C(NnAct V.11"d Submitted FOCAPproval Awroved awn Revision 2014 TAMKO Building Pmductx� Inc. Category. Roofing Kom Eden Zachary R. POW (417) 824�6644 Pr-74021 Looks BoWden 04115MI5 0411&2015 (334) 300-1800 04122P2015 06/=015 Approved SubCatesurip, LJndsdy..b karrLademighunk.... Compliance Mosmd: Evaluation Report ft. . Florida R.&Iemd Architect or a Licensed Florida Professional Engineer fine Product Description QuallIvAssurancep A—,d for Use Agernod Contract Exchradw Does In HVHZ outside for use HVKZ lonsfict Design assistant pressure a No. 15 UL A.Phftashnadatiorgati.left 02/MOIS No yes WA NIA Search Criteria Code Vanden: 2014 FLt 12328 .8 Application Type: ALL Product 111—hocturan ALL C.6.0.y: ALL Subcadogarry: ALL Application Ststus' ALL Compliance Method: ALL Quality Assurance Entity Ccnftd Expired: ALL Pmduolt Model. Number or Nosio: ALL Proolu.tDoisor" : ALL Approved far ust 1. HVHZ-. ALL Approv, forusewtoldaHVRZ: =— ALL Impact RasislarL ALL Design ALL Data I—: ALL Data To: ALL Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 7r4=15 Product Approval Application Detail 22" Eft or 291a jhk Dole Pending 211 T— Musion Manufacturer cuorAct E,,b—,& License VIktdd S, Voll"IsKI Submitted AW A,—[ A—aved stalue 2219 Product Model, Number m Name Product Descriodon OnlityAtiousence A-med for Use Acaravatfor Use tm,,t DW- j2s In HVHZ Outside HVKZ Resistant P—ra Search Criteria Code Version; 2014 FL 111: 62% Application 7yp.: ALL Product NbnwrmWw, ALL category. ALL Subcategory: ALL Application Stortus: ALL Compliance Mdbod� ALL Qu.1fly Assurance Enft Contract Expired: AL Product Mudol, Number or Name; ALL P-wat D .. do : ALL Approved for use In HVNZ-. ALL Approv flosussourtsidefiVHM ALL Impact ItSelikift, ALL Design Pronani ALL Data Frorm AL.L Dole To: ALL Florida Department of Business & Professional Regulation P.Plfl Building Codes and SWridards 7&(1015 Product Approval Application Datfilill Code Version: 2014 FL A 15278 Appg..ti.n Type: ALL Praductillanudectuw. ALL Compory! ALL subcategory: ALL Applicodw Status: ALL Compliance Method: ALL Quality Assurance lintlity Contract Expired. ALL Pwdwt Model, Number or Name; ALL Product"'I"I'llution: AL Approved for use In KVHZ.- ALL A Hvie— pp—ad for — outsid. ALL Impact Reslabout ALL Design Pressure: ALL Date I—. ALL Data To: ALL Florida Department of Business & Professional Regulation Page I oil Building Codes and Standards 7f2=15 Product Approval Application Detail rdik Enft or PAW 20 Data pandift 211111. Version Manufacture Contact Enalnear & Lion" Valklated Sn, VAII(bited submitted F13C Aparvvall Awrowd Animation 2014 MI Wlhd� and D(XX$ Brard Skflngw Ltd Robork* Lomas Steven M. Ufth, PE 05K)I/2DI5 0601/2016 0511012016 Approved Category: Win (717) 38541M P=14 (717) 9324600 SubCMo9W. Fbad baftil.gartillynhwd.— Compliance Method: Evaluation Report flom a Florida Registered Amhft'o' or. Lk—d Florida Professional Engnser - -------- -- ----- QualflIvAssurance Alumnood for Use for 1.106 kno Deals, ill ofti. Numberor Name Product Descried- Contract Exonfifia Dab In NINE Outside HVHZ Resistant Pleasure GA 105 ALUMINUM PICTURE WINDOW SERIES GA 196 ALUMINUM PICTURE WINDOW 12tal/2015 No Yes No WA S—h Cilia Code Version; 2014 FLA 15278 Applikotion Type; ALL Product V—uf--U—. ALL Category. ALL Subcategory; ALL Application, SM.; ALL Compliance Method: ALL Quality Assurance Ernifir Contract Expired: ALL Product Model. Namb., or Name; ALL Product Description: ALL Approved for use In HVHL- ALL Appmed lot use, wholki. HVHZ: ALL impact Reawbadh ALL Design Prosture: ALL Data I—: ALL calls To: ALL Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 7f=15 Product Approval Application Detail Search Criteria Code Vmlw: 2014 FIL 9'. ISZ72.1 Applecalsm Type: ALL Product Manufacturer: ALL ca"our ALL Subcategory, ALL Application Stt.: ALL Compliance Method: ALL Quality Assurance, Faulty Contract Expired: ALL Pod.t Model, Number or Name: ALL Product Description: ALL Appooved for use In HVKL- ALL Approved for use outakle HVHZ: ALL Impact Radiation: ALL Design Presouse: ALL Date From: ALL coo TO: ALL Florida Department of Business & Professional Regulation paitalorl Building Codes and Standards 7=016 Product Approval Application Detail Search Critort, Code Version: 2D14 FL III: 52ig.1 Application Type: ALL Product Manufactum ALL Category: ALL Subcategory: ALL Applikofian Status: ALL Compli—fillwhod: ALL Quality Assurance Endly Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approvod for use In WM7-- ALL Appm,w for was outside HVH7- ALL impact Resistant-. ALL Desigh P—me: ALL oat. I—: ALL Data To: ALL Florida Department of Business & Professional Regulation page I of I Building Codes and Standards 7r.V=15 Product Approval Application Detail search Criteria Code VON[-: 2014 FL A 2076.1 Appk.ti- Type. ALL Product V .. r-hoo. ALL category. AL Subcategory; ALL Appk.tl.. Status: ALL Complance, Method: ALL Quality Assuramoo Fatty Contract Expired; ALL Product Model, Number a, Name: ALL Product D—riplionc ALL Approved for — In HVHM ALL Approved for use outside HVHZ: ALL impact Raishuterm ALL Design Pressu ALL Date From: ALL Do% to: ALL 22di TM version Manuffthwor Affirmatlon 2014 MI Window$ am Doors Categonn. Wralo" . Fixed S.WMVW Compliance Method: Evaluation Report fi— a Florida Rogiderad Amirbat or . U..wd Florida Pro,fessionai Engineer Number"Name =Model GA 195ALLIMINUM PICTURE WINDOW Search Cftda Code Version: 2014 Application Type; ALL cat.g."r ALL Appftadw Still=: ALL Quality Axalmun. Enter Contract Eplrod; ALL Product Descripffam, ALL Approved for twe oulskle HvitO. ALL Design P—.: ALL Data To: ALL Florida Department of Business & Professional Regulation Pq.Icf1 Building Codes and Standards 7=12016 Product Approval Application Detau rnftv,r Data 20 Date Pondina Data Contact validated Ely Validated Submitted FSC Agaroyal Approved status Strait SlIfing. Lille Roberto Lomas Steven M, Ufth, PE 0510112015 owiaoib 05110,2015 Approved (717) 365-3300 PE-112514 (717)9324600 bsillngerilim1w1comi Product Description SERIES GA 195 ALUMINUM PICTURE WINDOW RECTANGULAR AND DESIGNER FL C Ism ' 5 Product MimuflotrUnw. ALL SuWategoiry: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In NVHZ: ALL Impact Resident ALL Date I=: ALL GinalWAssurance AgIonyveditall, Awroved for Im"at Deakin Contract Exaltation Do% In H outside HVHZ Resistant Pleasure 12131/2015 NO Yea NO NIA Florida Department of Business & Professional Regulation Pop I of 1 Building Codes and Standards 7r2QW16 Product Approval Application Detail rgk Enft Do Dot. Data Parall" Data mm version MenufaCturs C�tltcu EnitimperIkLican" Validated Ehr Volklated Submitted RISC Aosovvid Aw—d SUMA Revislon 2014 MI Wildcat SM Door$ grant Sfifinger Luls Robodo Lomas Steven M. UrlCh, PE 0612SM15 081IW2015 07IM015 ding FRC Appo Catogoar. Wridavar (717) 3611-3300 PE-62514 (717)932-8500 subcategory. Mullions b0ingentil.hod.— compliance Method: Evaluation Report noun a Florida Registered Architect x a Licensed Florida professors! Engrear ---- - - ---- Alai Pmduct Model. Number or Name - ------ Product D-1,11- ------------ QualkwAssiors— -- ---- --- Approved for Use A--d for Us, [in", Deslan In HVHZ outside HVHZ Res pleasure 7 1446,5347 AND 6547 VERTICAL MULUON 1445, &U7 AND 55,17 VERTICAL MULLION 1=12015 No Yea Yea NIA Code Version: 2014 FL A 15=7 Application Type: ALL Product Manualladium ALL C."w. ALL Subcategory; ALL Application Stan.: ALL C—pliancaluothod: ALL Quality Assurance Entity Contract Expired: ALL Preduct Model, Number or Name: ALL Product Description: ALL Approved for use It KVH7-- ALL Approved for loob outside HVHZ: ALL kninkirt R"Iturm ALL Design Pressure: ALL Date I—: ALL DOW To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 7== 15 Product Approval Application Detail 29ft Enft " 291& a&_ 01110JR6,10111 Do% TM Ytrallon Menufadbure Conant Valklided BY validated SubmWad FOC Approval Accounted staun Revision 2014 Alskw Nick Thompson Lyndon F. Schnildt, P.E. Ryan 1 Sing. RE, =2312D`15 (1211912015 03101(2DI5 0411512015 Approved category. Panel Wale (330) 922-2389 1,15,13409 (813) 787-8283 S aftorr ubC . Scrith min—p—lialsid.— Compliance Method: Evaluation Report from a Florida Registered Amh— or a Ukamed Florida Professional Engineer Ito Product Model, Number M Name -------------- ---------- QuRILVA"tualmos Product Description Contact Exaltation Data -- ---- Apprmyd 11" Use Awroved for U" lowest DOW, In HVHZ Outside F�ktummat 2 b. iliquot;Allanowi Tall Soffit Van, or Solid Vinyl Solffit 12/31/20118 No Yea No NIA SmmhCrf*rfa code Version; 2014 FLA 15272.2 Applicadon Type: ALL Pnoduet loomfixturur. ALL Categ.r. ALL Subcategory: ALL Appk.d- Stable: ALL Compliance Method: ALL Quality Assunmoo Entity Contract Expired: ALL Product Model. Net", or N—; ALL Product Description: ALL Approved for use In HVH7- ALL Approved for use -told. HVHZ: ALL Impact Resloard, ALL Design Poissuna: ALL Dato I": AU - Data To: ALL Florida Department of Business & Professional Regulation Poll I r 1 Building Codes and Standards 7mmil Product Approval Application Detail search Cited, Code Version: 2014 FIL A 621g.2 Application 7M: ALL Product Ifilinudictuns,. ALL C-lago"T ALL Subcategory: ALL Application Status: ALL cbrupit.— Method: ALL Distantly Amurance Entity Contract Expired: ALL Prodwt Model, Number or Name. ALL Product DoacApdom ALL Approved to, use In HVH?- ALL Approval low — tallolkle HVH?-- ALL Impact Resistant-. ALL 0.10. Prossues: ALL oat. I—: ALL Data To: ALL r"I. T— V-1- Manufsobnor Affirmation 2014 Bond Rooffing/fiffionlerLtistile Cat.ow. Roofing Subcategory: Rooting Tles Compliance Method: Evaluation Report fivin Product EvWua§Dn Entity 1192.9 — ' "umberorNam. 24 Vol. Ow S"Mh crthorla Code Version: 2014 Application Type: ALL Category. ALL Application Stan.: ALL Quality Assunince, Emil Contract Expired: ALL Product Description: ALL Approved for — outside HVH7- ALL Design P--: ALL Data To: ALL Florida Department of Business & Professional Regulation Pop I d I Building Codes and Standards 7rMWiS Product Approval Application Detail Florida Department of Business & Professional Regulation Pop 1 of 1 Building Codes and Standards Product Approval Application Detall Entity or Data Dt*Pondin, can Validated Validated Submitted FEW Approval Awroved auto arent sitifter Luis RobOro Lomas Steven M. Udch, PE ON0112015 05101/2015 05/10)2015 Appro"d (717) 365-M PE-62514 (7i7)g32-NW bafflin"nilwd,com Quallhi A—sam, A -mad for Use Approved for Use Int. D,In Productosocri.b. ContractExpirador, In HVNZ customs Hwz Roastant P- — - SERIFS GA 195 ALUMINUM PICTURE WINDOW 12AII2015 No Yea No NIA RECTANGULAR AND DESIGNER Search Ontario cod. Version: 2014 FL A 15278.7 Application Type: ALL Product M .. lecturer. ALL Category! ALL Subcategory: ALL AppkmUw Stalms: ALL Compliance Matted; ALL Quality Assmance Etft Contract Expired: ALL Product Model, Number or News: ALL ProductDoscriptlom ALL Approved for use 1. HVHZ: ALL Approved for — outside HVHZ: ALL Impact Resistant ALL Design P--: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pop 1 or 1 Building Codes and Standards 7r=15 Product Approval Application Detail 99111, Entity 0 m 2im Datypendloo 2111 Vanda" Manufacturer ocal Validated Sy Validated Submitted FEC Approval Aw—d Iwo Revision 2014 James Hardie Building Product% Inc. Pingsheng Zhu Ronald 1. 09ft" John Southard, P.E. 041=015 o4r2=15 05(1112DI15 D812212015 Approved Category: Panel Walis (M) 340-2927 PF-24121 (386) 482-01174 S.bC.t.ga,r. 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Preassure: ALL Date From: ALL base TO: ALL Florida Department of Business & Professional Regulation Building Godes and Standards Product Approval Application Detail Page I or I 7=016 2911 Entity or ak no Date Pendina aft Lm Version Manufacturer Contact Enalmerlit-l"wo Validated By Validated Submitted ESC A—] Aam—d Revision 2014 ITW Buildhig Components Group Mo, Stuart 1-wis IGG Evaluation Servloa, LLC VAN= M. Rarderi, PE 0=512015 OU2012015 0W29Q0I5 Approved Category; Structural Components (800) 756-6001 (407)681-1917 SubCatagory, Truss Plabas slewhallialpinal1w.com Compliance Method: Evall Report from a Product Evaluation Emily Aga Productlifiadel.Numbiworliams Product Description Quads, A-- Amumviedlewth" Aggan"d for Use Mma.t poian Contract amielion DW in HVHZ Outside HVNZ Reealrbaft Pressure, 2 ITIN RCG Rnge Flats Metal Connector Plate 12131)2020 Y" Y" WA N/A Code version: 2014 R. ik 1999.2 Application TyW. ALL Product Mentifirchow: ALL categlorr ALL Subcaftegorr. 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Contact Enctimser & License Validated By Validated Submitted FSC Aparoval Anarcived SW - Revision 2014 Yftyebw Jim Anderson ICC Evaluation Service, LUC; James A Rothman, P.E. 07metwiti OW212016 Volklate'd Category, structural Componente (M) 9244084 (1108) 2244%13 Scd,CatV9W, Engineered Lumber jimandersoo2tiltweyerhae Compliance Method: Evaluation Report from a PmduQt Evaluatton Entity AptirovedlyrUs, Ammed for U" IM= Design 1w I Product Model. Number or N— ProductDiscription Contract Exelivilon Date In HVHZ outside HVKZ Realwhint P—re 3 Parallarn PSL Parallel SVd Lumber =11,2017 No yes WA N/A Code Vinslon: 2014 FIL k 6527.3 Applloatl- Typo: ALL Pnoductildimultioterom ALL cat-sany, AL Sbfterf. ALL Application St": ALL Corapilancelfieffrod: ALL Quality Assurance Entity Contract expired: ALL Product Model, Number or Name: ALL Product Description: ALL App—d for use In HVH?- ALL Approved W — oulshl. HVNZ: ALL Impact Resistant ALL 13.19. P—u.: ALL Dow I—: ALL Deft To: ALL Florida Department of Business & Professional Regulation Pal;slofi Building Codes and Standards MAW15 Product Approval Application Detail Most, 20t 21% Deft P"dbo Dads MWA. version MN"49W Car Enalwra,Lkwasit Validated By Villidathil Submitted FIRC Atawcarall Approved $two Revision 2014 Povvers St"I Inc. wlillam powers Steven W. Schaub SAMUEL A. 03126=15 0342=15 03rM015 0512312015 Approved Cauvery: Structural components (002)437-1160 PE-605M GREENBERG,P.E, Subcategory. Products lalrOck,004 as a Rmft of briopmvemsteeLoom (843)(145-0188 NOW Technology Compliance Method: Evaluation Report from a Florida Raglid"d Architect a a Umwd Fiords Professional Engineer &IRA Product Model. Numb—, Name 0-IRIA-- A,,—,d for Los Anorovedicolls, Product 0-1,ticin In HVII outside Hwa knuact Vasion Resistant Pressure I PSb-8LT, PSbcxffi.7(5�518) P� Steel llntols am fold assembled Intele OM7/2018 No Yea WA N/A consisting of preformed dad lictift combined vfith oonmft mmomy units. gFOUL and deal reinforcing losar. Soarch0riled, Code Version: 2014 PL* 5460.1 Application Type: ALL Pnoclucl Mamd-b— ALL calleg-F. ALL Subcategory: ALL Applicifilown States: ALL Compliance, MWd: ALL Quallity Assuran.. Enft Contract Eplrod; ALL Product Model, Number or Name: ALL Product Description: ALL Approved lor use in KVKZ; ALL Approved for use outside HVHZ: ALL Inrpa R"latsob ALL Design Presunaw: ALL Case, From: ALL Deft To: ALL S—h Crftarl, Code version: 2014 FL 1w.2 Appk,adon Type: ALL Product Manufacturer,. ALL catba-yr: ALL Subcat"ary: ALL Application States: ALL Cornpit... Method: ALL Quality Assurance Entity, Contract expired! 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P.E. 07106120`15 05/1202015 Villdstsd (M) 9244084 (W8) 224-5513 jImAoderson2"yarbas user... Product Description Prolabricalled Wood Wet FL C le3GA Pronduct Munuffischavin ALL Sulourbig.1y: AL.L Compliance Method: ALL Product Model. Numbera, Name; ALL Approved W — in HVHZ-. ALL impa.t Reels"K. ALL Date From: ALL Q,IltyA—,— A—cived for Use A . . ve d for use base Deakin Contract Eminition DOW In HVKZ outlast, HVHZ R"I"bact 0=112017 NO Y" WA N/A Florida Department of Business & Professional Regulation Per, I oil Building Codes and Standards Product Approval Application Detail Code 20 20 Date pending Dam TV100 vmlw V.11chrod By Validated Submstad FISCAmshynd Amr-W outm Revision 2014 YV&Ywhwuw Jim Anciersom [CC Evaluation Service, LUC James A. Rothman, P.E. 07A)SM15 0511212015 Validated Category: Structural components (M) 9244084 (ON) 224-Mi3 Subcategory. Engineered Lumber janadatson2awftt. Compliance Method: Evaluation Report from a user... Product Evalualcm Entity b—Nanne QuallIvAmmacs Product Deportation Contract rucalradOn Date A,,,,,d W Use Awroved lot Use Imeact D.AM 1. Outside HVHZ RR018i 4 rS"nd LSL Laminated Strand Lumber Oa(3112017 140 yes WA NIA Search Criteria Code version: 2D14 Fl. 0'. 6527.4 Application Typo: ALL Pnothartlifiamdech— ALL category: ALL Subcategory: ALL Application, States: ALL Covinpill .. 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Products lnbVdUcOd ag a Result Of bluilip—ted.com (813) 845-0188 New Technology Compliance Method: l5valutalon Report from a Florlds Registered Architect or a Licensed Florida Professional Engineer QU,111brAssmangs Armtowci for U, A,,,,d for I%, Imaso Dosion Aga Product Model. Numbor or� Name Product Descripth, Data In HVHZ Outside HVKZ Resistant Pressure I Powed3OX8 Untals P—. Slott Untal. fleld—mbled consisting 01127/2016 NO Yea WA NIA o(preformad sleal lintals combined with brick or ocmcrate masenry units grout ad dad reinforcing bars. Search Criteria Code Version: 2014 FL C 11383.1 Application Typo: ALL Product lfimrufiocburo� ALL Caft-W. ALL Subcategory: ALL Application Staflus: ALL Compliance Withod: ALL Quality Assurance Entity Contract Expired-. ALL Product Model, Number or Name: ALL Product Descriptlon; ALL Approved for use In HVHZ-. ALL Approved for — —20M. NVW: ALL Impact Resistant, ALL Design P—um: ALL Date From: ALL Costs Toi ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ptosldl 712=15 22112. 21k 20 DtP,,di- Do MM Veason Mainufacturs, contact Validated W Validated Submitted FEIC Acberoval A—rad Status Revision 2014 Weyerhaeuser Jim And— [CC Evaluation Sehrice, UJC JamanA. Rothman, P.E. 071MGIS =1212015 Validated Category: Structural Componerits (253) 92+4W (WB)224-5513 SubCategofy: Engnewed Lumber jWtAndsrson2Q%"yerhw Compliance Method: EVWWUW Report from a user.com Product Evaluation Entity QUMVAZSUDH" Approved for Use Anbroved for Use Inute-I posigin Sea 0 Product Model, Number or Name Product Descriptift Contwt limitation Date In outage"M ft. Pressure 3 TA 23D prefabricated Wood I-joi$t OMI/2017 No Y.. WA NVA Search Criteria Code version: 2014 FL 41. 1830.3 Application TYW. ALL Product Manufacturer: ALL Category. 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Numb., or Name: ALL Product Desculp"ovic ALL Approved fbit — he HVHZ: ALL Approved for — outside HVHM ALL Impact Ro.hreart: ALL Design P--: ALL pass I—: ALL Daft To: ALL Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards Product Approval Application Detail Code Salary or 20 211a Date Pendina 20 TvVa Version Manufacture Coolant Eakm,&Lk~ Validated By VIldtd Sub~ F19C Approval Awrothigi status Read. 2014 CAST-CRM USA I= Craig Pamino MlamiOads SCCO - CER MWffkDado SCOO - VAL 03116W`15 02124=16 0311SK20,15 Approved C&tWry- Structural Components (813)(12114641 (788) 315-25110 S"1149W. Products IntrOducXid as a Result of cliuminotilicastorete, own Nw Technology Compliance Mathod-. Certification Mark or Listing iw Product Model. Numbror Name A ... W for Use Prod-10—riod, contract Expiration Dalle kLt= Outside HVHZ sm D"lon Resistant Pressure 1 High strength Cortorele Undels 4. 6. 8, and 12 " .1do lintels M112416 Yes Yes WA N/A Seaton Critorlit Code version: 2014 FIL k 188.1 A~- TYW, ALL Product Minuburberinn ALL Category., ALL Suboalegory: ALL Application Stertus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired; ALL Product Model. NumloororNormic ALL Product Daacrlprd� ALL Approved for — In HVHZ-. ALL Approved for use outside HVKZ.- ALL Inquict Resistant ALL Design Preasturs: ALL Date I—: ALL care, To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa , -6--j C13 > 0 0— 0 0 0- CU U) -co -0 U) EL 0 0 1;7,- Co LL 1,- 0 co > -0 Q) (Mn F= L- 0 0- —0 40— —1501 U) z z LU mi W Cz 0 (10 CL SHEET NO. PA 1.4