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HomeMy WebLinkAbout6402 Silverado Ranch BlvdCIO INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS L - PA1.2 PRODUCT APPROVAL NUMBERS 1 � � PA1.3 PRODUCT APPROVAL NUMBERS ABBREVIATIONS - = � � PA1.4 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated - — - Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room _ A/C Air Conditioner Ft. Foot/ Feet Rad. Radius — — ADJ. Adjustable A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir a CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. DB Dryeroor Bell LT. LaundryTub T.O.B. Top of Block Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. To of Plate Ded. Dedicated Outlet Max Maximum p Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam l Q Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal IN Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet PLF Pounds per linear foot d F.G. ixed Glass W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Woodd W Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot {(f ALL WORK SHALL. C()MPI„Y t ' 'REVAILING C�7 Z LS °vITH , REVISIONS '_ORIDA BUILDING tat~1DEi T NU i Y OFZEPHYRHI'L- ORDINANCES 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. REVIEW-i CITY l E-PH`�'i , LS PLAN �.Y.AMINER-L 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 IBMIt is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 1941 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. lam zo —o Z(0 o Q G co ti CL > o r- o L0 °' LL04 Z ��^ O C M co _ W 02 00 �U — O LU — L/7 � FT V, F— o� � N U oMM LL1 N mow U 2 ai [2 LL oY U C .1d :3 p O 1 Q rn in Q u7 rn A1 n.0 B.D. B D. ntf 8p r 01 C6 LL. -9 0, a _ g 010 co Z NUJ s �m rp� to 4t: + A , W- an (r�eSliSfetaS '"s ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 � n � H � O M_Ln Z QU-) 0 Q , LL CL ^ ZoC 3 a C) Z E ry W O W JkD d- oZ o Ln it Z a� Qua ijZoo ZLuz¢ �owZ w ~ 8 Lu d- ED �Wo ZZ _ }o aZ cn Z o �3 � M w > O S � Z �¢ _ CL U U� o� 1:u- o x U. U o�oa fV Z Za aLn fy QQ[o 0 Z W w rq Lf)liFEo Q z c� Via` ~ O Q Z Z Z V) z m g _ �Z Lu ,--t a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. CS _.._ I - - - - - - � . � � i , , �, , �i �� i wm t,.0 fa',.,� �;� � ,a ,.�Ii,.� �, � i 1. � l u ! 1, 1 l i" I I ITI '� � �� H.B. T (D T G) 25-SH 25-SH EGRESS EGRESS 0i SIR :0 0 R5WY C? 36 _0j 04 36 16"EP4iEP a. FIBERGLASSO rA ;t : I U.1 TILE =Uj I SURROUND C14 AV- KI7 T C� I OC81 LL: TYP @ 1 OX V 00 1B STORY ULT.0 G., 1 TILE I 1 20'-61" 8 10 4" -41' 10' 2 24 U) 2" ra rp 5,- 0? M C-4 0 L -L::: Pt C6 I co to 5 � LIJ '_j :D Cj _j BEDROOM 2 BEDROOM 3 I U) Z:cn co W D. W LO PATIO CAFE L --- J 8'-0" CLG� 8'-0" CLG. CARPET 4 TILE a. Z BEDROOM 4 8'-0" CLG. MCI lil 8'-0" CLG CARPET coo ILU -.,,> y A CARPET CARPET OPT REF 00 to (D C-4 5068 131. 1 4068 B.F. 3 4'-0" 8'-8 64" 14'-6" 534"', T-6" C� 6-10" 4'-7 - - - - - - - - - - - - R&S - - - - - - - - - - - 2668 R&S Cl) 2668 04 =OY El :z 7r4 HDR AT T-4" 23'-02�' T- 10" T-8" lo._1083,, 17 9'-4" C TILE G. R. 6" 7 LO iT co It a 2:12 VAULTED CLG. i--ENTRY 19 8'-0" CLG. LO 04 FAMILY RM 9 ,A,G, R.A.G. TV 0 '868 9'-4" CLG. (4) 2x4 #2 SYP D CARPET STUDS W1 USP S3 OP HTT4 @ BASE 2'-6" 2'-6" 2'-6" 5'-0" 2-13" -6" 21-6" TTLE- U_ NOTE: FINISHED U) L T (D AHU AHU 8,-q-'CLG. rA U.1 0 K (C14 (51 > 0 I�x I WALLS TO BE FLUSH. VERIFY IN I Q? 64" 4'-0" X X I ;r N DISPLAY FIELD. TYP 1 STORY ip 7r W OPT. D — - =) > ir IT ?<I 20'-0"x10'-1" 306 FULL LIT @ 00 (4) 2x4 #2 SYP STUDS TrFB E _RG LA T T §_S� 0 FRO JT ENTRY DOOR THRESHOLD TO W/ USP HTT4 @ BASE SURROUND &S BE 1/2" HIGH MAX ABV. ENTRY I- _V_ _j S3 SURFACE. WALK WAY UP TO ENTRY TC 60"x36" 0C HANSON I 71 HAVE A SLOPE NOT STEEPER THAN 1:12 rK SHOWER - - BOX @ 1\ �3 48X44 48X44 36" A.F.F. ANU ___j 36" A.F.F. Lu LU 36" A. F. F. n OF SLAB 2" BEYOND WALL 0 CO U) LU G)L6X 1748- 2668 T-8" 1 "�EDGE ILL U_ 00 00 OFFICE 2 cel PC-- OFFICE 1 IN Coo Lu I op U) 9,-1 o,,x9,-1 1 V-10"XV-1 11 1 r 1.% ­11 A "r- I & bo I r z OWNER'S SUITE rB--' U WA T-0 W. I.C. Ile ===r= - - - T=1 t/�GC c� co zn 8'-0" CLG. TILE 1 CD W - 8'-0" CLG. 1 --.L-j " L 175' ( D C 4 CARPET CARPET I - 9"04 4" 10-12 1 1 8 R&S 00 110111111111111111 1VEt7= I I I I I 1111 A I I I I I I 1711 111101171 I'l I I I I I I 1 111111111 T I I I I I I I I I I I 1101111 F1 4 1-1.134 10" HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 112" I FLITCH PLATE (2) - 2X 12 #2 SYP W1 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 (2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 JX 25 j S.H. 13 20 X 38,2 18 j X 37 j S.H. 14 20 X 50 1 18JX50 S.H. 15 20 X 63 18 X 62 S.H. 16 20 X 72 18 X 71 S.H. J32 27 114 X 26 26X25J S.H. J33 27 1/4 X 381 NIA S.H. j 34 27 1 X 50 1 N/A S.H. J33 N/A 26 x 37 S.H. j 34 N/A 26x5O S.H. J35 27JX63 26 X 62 1/2 S.H. 22 37JX26 36 j X 25 1/2 S.H. 23 37JX38i 36 1 X 37 3/4 S.H. 24 37JX501 36 j X 50 S.H. 25 37JX63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 501 52 1 X 50 S.H. 35 54 X 63 52 X 62 S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA S.H. r4anarnl nntac R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 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. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with 1/2" gypsum board. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +27.6/-29.9 +27.6/-36.9 +26.4 / -28.7 (b)l +26.4 / -34.3 UE +24.8 / -27.1 UF +24.8 / -31.1 ( " SEE SIN SHT. SEE SN SHT. A) '___�SEE PLAN 145 MPH� NOTE: WIND SPEED INDICATED ABOVE SEE PLAN IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE TRUSS__X� ALLOWABLE PRESSURES A 2 x 4 #2 SYP P.T. CONT W/ 1/4" WALLLEGEND DIA TAPCONS AT 16" 0,C. W/ 1 1/2" EMBEDMENT CENTERED SEE LINTEL PLAN ON UNDERSIDE OF LINTEL 11 111111111111111111 MASONRY HGT. @ V-4"A.F.F. 1) A 4n Q= 4 a- r% r, x �W_ W/ (3) 16d TOEN) TOP & BOTI 2 x 4 BLOCKING MID. SEE F PL CLOSURE WALL SCALE: 3/4" = V-0" SHEATHING ATTACHED PER NAILING SCHEDULE NOTE: DOOR'S TO BE INSTALLED WITHIN FRAMING UNDERNEATH BLOCKING - NO HEADER REQUIRED. 2 x 4 #2 SYP P.T. CONT W/ 1/4" TAPCONS AT 16" O.C. W/ 1 112" M IN. EMBEDMENT 'EE FOUNDATION PLAN TYP. 2x FRAME WALL LL;��� BEARING WALL ONLY' ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTALAREA 2372 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 CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1/R-1 3 KRAFT FACED (GARAGE I LIVING) gig (D �2 Cj[3 (o 0 z < :3 (N 0) M 0) CU U-) (3) z 0 -a V) 0 MC -C OM 0 4-J LU 0 z M C) 00 (0 U — (0 0 LLJ 0:� V) E 0 CY) LU E 0 Fn Ct3 (14 '00 (D = 00 o3 q cc) 2 a) W 2 LL j:Z1 0 Ci cn Q) -, -, CL 0 0 < 0 0 0- < AI ff W N C 1 1) C If X, � t � !; � , i:/r , �1 V, . V C'4 M CO 2, An - C�1, CS , W 5,4-- C.011 J00 F-b!"Co _j � 04 44 N jU < LL LLO Z 0 0) < 0 Z-.W,z 0 C\j 0 0 ca 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 1714 0 (L) r-, 1­4 4-J C:) Lf) -j ;,D C:) > U-) M C) M Lr) z ZLJ 0 Ln <z 0� U CL, 00 z F- C>L § E — z C:) _j C:) LUUJ 0, U, a z OC) 0 z M U z � z z W Z LLI C) Ln Z Z U 0 z z z 0 -0 0 0 ry __j 0 z > C: 0 U CL < -9 mg UJ * Im- R OZ < �05 d gin 5 ro- - cj� & r_4 z<R< Z, < cj� < Lr) < 0 Cg z z LU U-) Z -z T__4 LU c) 2: < < z UJ Lr) Z t < c, Z ji M z Z 2 Ln 0 z Lu rn T-4 C1. V) z SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. 1.0 �_z 1 6 ;1 , 1.11 � J� _ �[ c r g,_11 P 2'-84 p MIRROR N O M i I i I I I I I I I �— _ I I O O c a BATH 2 0 M 0 CV 0 0 � OPT. REF. KITCHEN I i I I I I I I I I I I I i — I! OWNER'S BATH KITCHEN MIRROR 0 00 O M OWNER'S BATH i DW ILJ KITCHEN ISLAND 0 M INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" me z M 7 G. r :� Z N �; Q (tit - co M > fD t` a O O N LL c L.L .-. � //�� 'Z 11 V T-dcN O (v fit/ — 0 L .� O X- 4--) W 02 V 'U 00 — 0 W _ o 0 co N gMM W CU N f— O '6 O O) V _O 00 = O N U-[; U� oQ Y O O Qm �a LO IT 10) A1 N C B D C B Do L_ (y M.-":Ny... � 1� IL 0 ® � .1 LL W s t~ *. p f a�i e t A4 9j a si 3b�t�e LU z 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. C) Z N O a) N 4-J o H Lr) M O au'. UfUU) Q L- L C3. oC U Q � .� ru Z J W � mi O z CO G w � zaa z }a 0 Z w z z ////�� VJ J0� �0--'W x oo�0o U W N W Co Lu W ON z TLU • T az V O M (d l' J Lj—LU S O J a /�� V / /�\��\ I zF— L W LU '+ J ¢ZO X O S U R m N.*k N O¢O¢ zWo J Q Lr) Z N Wago NW � w � w _ o 0 J '� W Q ~LLB Oz U- Y Q H o z ¢W Z 1 a�1- V Z z J O m = a z SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 10 SHEET NO. 2.0 I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ -h HDR HGT. 6" FASCIA (TYP) TEXTURED —� co 00 -1 CEMENTICIOUS o FINISH ON C.M.U. (TYP.) F.FL. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS SMOOTH TEXTURED 15'-0" RIDGE VENT 12 5[::�7: 12 5� 1" x 3" SMOOTH TEXTURED — BAND 12"R. — HEEL --------------- 12 --------------- 14'-0" RIDGE VENT 1" x 7" SMOOTH TEXTURED SILL / BAND - - T.O.M. 1 ,-A„ r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTCH FOAM DECO BRACKET AS NEEDED DECORATIVE BRACKET H W o = O 0 Z TEXTURED 000 co CEMENTICIOUS r FINISH ON C.M.U. to (TYP.) ---F.FL. 12 �5 NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1/2 OF WINDOW WID 2 DECORATIVE SHUTTER FRONT ELEVATION - A SCALE: 1 /4"=V-0" RIGHT ELEVATION - A General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion 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. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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 Be (D r an o � coo, o z d a) B a C14 � n �M� Qa� co a N � v 1 i J O C M 'IJ LU 0 .� co Urfl _ 0 LU E 0 N co � M C-, LU F— o co w c CD — U O co U 0 0 mom ° o �$ rn U Q L0 A N.C.B *D,C I - X-Im C (' 4= L0 M co U; ti E) ' RG0 o II , Z O o' 5e ZUM W Q oE m I� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N ate.+ r11_ 0 t>+ O Q4-J 1`0 Lr) fZ L Ul) r*N Lf) U_ rY UI M CL 00 Q E � � Z � WJ C) OZ x O rf p z d <a H z ¢tea 5 Z R O O zIW� U Z Q �rypwZ < OR J O8S `T—iJR I ON w W J 8Wo Z (W,Z (/ • LU 2 Q , z T'I W 2: z 0 -0Q a 9 IM C!5 o 0 U (n 1..1.. z Q F JQ L g r o o �' xOt-1 Utr �+ cr— m� O N uu ov Q Lr) (a¢ Q O w 3 � g ❑ N o n z J Lr)�o LtJ Z w--t 2:a o Z o ELU 0>~z C:) n ¢ z 8 a�z Z az °° O �o g = J O Q z Lu rn T-4 a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO' 10 SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --� TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� EXTENDED OVERHANG TO - BE CENTERED ON DOOR 12 �5 - T.O.M. HDR HGT. ---------------- --] F.FL. NE 7eE REAR ELEVATION - A SCALE: 1 /4"= V-0" 14'-0" RIDGE VENT 12 15'-0" RIDGE VENT 12 - -�,- INSTALLED AS PER es MANUF. SPECIFICATIONS I I I I f I 1 I --------- - - - ----- ----- - -- -T.O.M. ----- HDR HGT. TEXTURED 'Of TEXTURED CEMENTICIOUS 2'-0" CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) _ (TYP.) 00 LIZ io -------------------F.FL. LEFT ELEVATION - A SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion 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 comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA I SQ. FT. 'If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (file Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed ism zM 0 — o z�z (o `a a J ir-M M o- — W c r- Q -2 ,0 `� z C ;:1 r v ! � CU C M O W — •`—° ° L Cc '- W 02 .0 00 v, — O L1J l/�i H � o 0 '� M U N oMM W o Ei M N a)�co — U = N 0'@ _O a0 u n U N o .� oar Qm LO rn NCB DC ��I&tlPC for B D® ✓,� d a cCN N 10 Iwvt r' N � > � v O `•n Z N zVLL >��� Wao N� O M - _,LO � off O ci 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 O Z N O au N I. r 4_J O F>Ln Q�_� a � n Q a Ln LL n U CL z Q E u fB Z LU _JC) O z O w � za ''^^ U) Fa ~ Z Yj<-- zOO O _ U z0W �owz I— QLu U O LL O ■ • W mho J ZZ w }0 ¢z LU z Z �-' O 0 M Cl) 2 O > z z �< CL Q J 'o a1� 0 J { W Q O �LYL � o¢oa CV W z Q Ln ��U $�fo Z z N Soo �zo.� LLJ J Ln W = a LLJ Q ° Y a O � Ln ¢ z Z z a�z aZ J O �y W _ ! �� � _^ Q l n a- U 1 SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 O SHEET NO. 3.2 - - -. „Ir � , _ �-- I � � I I � I- �� I � i i tl i I I I I ;, —i -- —� I -� I il.��, l—J„�� ht� It.11 ��.. �: i.IR i I: ::.b _ �. AL IIE!S''I` 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE L.2 RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUSTFAN %GX EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR ?8W99 B®: � �8 IWFLW4y@iWW Iti@ TVMMWWRWW t9L& olav 280A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 290 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH #10-3 copper to Dryer METER MAIN O2/0 or 4!0 SER Alu 200 amp 150 amp 4 Bare Cu Ground 01,MPRM20101100 2100FTIRIE2 tt1108M. Typical a�gt(�ap�ata�p-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) _ _ „ „ tLt(: I KIC;AL F'ANtL LOCATION WITH ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. SYSTEM BUILDER O THERMOSTAT ELECTRIC METER mpg ELECTRIC PANEL Mai DISCONNECT SWITCH DISCONNECT H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE ur%r%n nt-rn Or1GrIB ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=V-0" Be zo — O to Z C9 O CQgy z Q — 1 � cN1) 0) CL to r` QLrn z �LL� C M l V to O Lv r� .@ o W — -I--d Lu Z 2 03 �V — O W _ Lv .T Ul =) o 0 N U i;MM W N m a F— E U O co = N N LL r` Oyv UN _k p O D Q °ot t° Q to v rn A � N M 0)CV ti o N � o 0 Z Z ZW.; Z T00 C o O (�o N W � Q N a a W U LL a Z � Zv f!� YI CO m m A C Z 2 m Q W Qt O N O M J w 10 �U U 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. O O Z fV 0 a� °o W� Q�M Lr) •L d- a c/i Ln Q cj� U C 00 Z E Z LU WC:) J oZ �0 W� z Qa z a �F Z Q wQ ra , 2 ov Ov J Z6,W� �oWZ LU Q U_ o SCD W W N w OZ 8 zz + ZZZ Z 5 O LU M J w �3 S 0 Z cr_ 0 V _ 0 LL. 4 QJQ uj W f a ao. 0 U. N Q Q L^^ Q� FW � Z a�oN W _l LCi �--I W �o = F W Z, W Q Wo Z a O Ln Q Z z Q�Z C, N k Z oz J p 0 .i LU T y Z ¢ LU SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO- 10 SHEET NO. 4.0 VENTED SOFFIT 46 SQ. FT. VENTED SOFFIT 67 SQ. FT. , ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 11150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SO. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT :.: N RIDGE ._011 ZONE-1 ATTIC SPACE 2373 SQ. FT. 41 :125 SLOPE 4'-0' ROOF VENT 14'-0' RIDGE VENT ........ VENTED SOFFIT 58 SQ. FT. 15'-0' RIDGE VENT JJ W D_ O N VENTED SOFFIT 8 SQ. FT. 5:12 SLOP w a O N VENTED SOFFIT 10 SQ. FT. VENTED SOFFIT 19 SQ. FT. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 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. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) . RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *`Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft, of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT *'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed IBM (DV 00 zo � coo, z o Q J C M W Q a - z a�� cc O C M Co _ 02 00 _ O W M U O M M W E- o � W aN — U all, = (1)m m _O oo u n a) U m oYv Lv Y t 0 Q m coo Q rn A 1 NCBDG B De A rj •* n �— � � a..` � NL -j cc�� � � lo, �' ' LL` j�IL�S �ul t F L _Q w CPI Z tt LL W Q N �' r ` w � iilSim, t V 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 N O N (1) . O C:) r>-r (!) M Ln - Lf) Q LL �-- fl- I rn oC V Q E 000 z� J W d" oZ o 3.2 �o W Za Z� l; < of z8O U Z W Z 5 a w Z Cy7pJW ay z J 8�FF�N w oZ ZZ O) r z Q Z 170 M F- S > 1 z p JQ J U (n fu � W o 0 r' U_ ag o O ,..-.; O w O J 17-4 p 6 O ad U) re Z Q ¢ 1 z N �aa2� J W a o Y U a O r\ ¢ z a Z z Vz O %� VJJ./ z T �L^ J O a Z hJ^ t✓ SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO' 10 SHEET NO. 5.0 c c d _01. 1 9s„ _8 5'-0" A H.B.YP @ 1 STORY . S3 U.N.O. 6'-0" T-10" 2'-10�' 5'-1164 22" 4' -T \ \ 16'-0" 2'-94, 01-011, o -3 1 /2" I i \ SINK / DISP T I S3 - - - - �� \ I Fr— =-I - - - - - o I \�� \ i I D.W. I IIj � I} t c° ALO - S3 iv o \ L - - - _ CHASE TO ISLAND _ a 1 I TYP @ 1 ■ - - \� \-_--IL-4 PROVIDE 1 %" RECESS �� CJ L - - - - - - - - - - - - CJ OPT.. , -7-eJ CJ : CJ -II-j I : ■ STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO KITCHEN ISLAND REF. :: . '.::: '.: '.'.'.'.'.'.'.'.'.'.'.'.:'.'.: : PER FIELD MASON'S SLOPE FOR I LOW WALLS I o CONIZITJONS WIDTH in I I 16-10" 12'-1 U" Nr INDICATES FILLED CELL w/ 3 00 PSI -----.------- ... . . . .. I CONC. GROUT FROM FT. TO BEAM HVAC CHASE " ' :::::::::::::::: :::::::::::: ............ ' :::: ' :: ' ' . W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EI1BED . .. ' ........ ; ■ . " ■ ■ 4'-0" 4'-4" 4'-6" W/ 25" EXT. ABOVE SLAB "G ADE 40 \� PROVIDE %2" x 9" STEEL" I RECESS FOR FR�00RSLOPE I 2'-6"x2'-6"X1'-0" 10 ( 4° I S3 ' I 25'-1 &14427 9'-512' W/ (3) #5 E.W. 4, "' I II CJ CJ I TI 0° TYP @ 1 STORY 3 I CC ( U.N.O. S3 S3 (2) #5 REBAR '- 2'-6" x 2'-6" x 1'-0" VERTICALS w/ in i ■ . iv r FILLED CELL W/ (3) #5'S E.W. 2 X1-0 SLOPECl) I- 00 M -6 x2 -6 W/ (3) #5 E.W. 3 I ' OPT. D I: -31/2" I , ••••••.•. �................. I I, O5'-3" 6„ I o I 3-1/2" MIN 3000 PSI CONC. ' 2'-74" -4'-Dj" T-621' SLAB FOR HERNANDO COUNTY ONLY K I i J 0o 3-1/2" MIN 2500 PSI CONIC N - _ S3 �* I SLAB OVER 6 MIL VISQUEEN M _ VAPOR BARRIER P 35'-4" • • P 2Y-6" ■ , BUI ER TO IDE PRO :I. (2) #5 REBAR IANCE VERTICALS w/ in : ; 4'-0" 12'-1" PROTECTION FILLED CELL 00 I WHEN REQUIR ED L---------+- � � PER FBC - --- — -- --------1-' — -- — -F-- ----- --) . ..... . . .. . .. . . . . ".. . . . . . . . . . . . . . . . . . . 00 ■. �. �. �. �. ■ ■ ■ ■ V-6" 6' A S3 TYP @ 1 STORY U.N.O. 6'-0" 55'-10" 65--0" 2-1 H.B. T T-0" V-6" 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 W.W.M. PLACED IN 1/8" SAWCUT x 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Uj LS CONTROL JOINT DETAIL SCALE:1 1l2"=1'-0" •,: ,���' ,:'• #5 CONT REINF. SEE . , • " '�_ FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. • HORIZ. REBAR, TYP. U.N.O. :.`:' �:.`:' ;:' :, �; : •': '. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" FOUNDATION PLAN IBM LO V P Z o — o to z N O Z* P CD c -oal ;:, ) ��h�h c- V% V @ c 0 O n, O�a VJy t ,C Uj Z 2 00 to O Lii— cop ' v co C) co M LIJ Fa cu N i— io 0 N j= oo O) O co U Z N f0 (, N p`Y� a) boo <L o3 v rn N C B D C AC.0 co N M N �, 3..•,B 916/1cli® i� 1- r- z0. z Z,I: «,LL, uL.J u W <- "W .,' Uj "s X . p cc , A �j ` (z o n. LY, To the best of th&6ryginee"`s kdi>leeig , inf�rni�tfon, and belief, the structurall£ Il Ans an( pgp4!{gtloh'i ontained within these drawings com(�ht wHr ttVe Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal.. O Z r-4 0 � > U O Q V) M Ln a cn•L�' Q v U_ CL . Cn ieV C Z ?� W �� CC' C) z O C, W Z a r Z w¢'ta 00 �EUU Q z 00 cc � p W Z W £ J T� Z O �coo 8 LL N W MWo F— oz Z Z o r� d Z w Z g M = F- s O 0z � LL V i7n M p O �f W ¢�Z, ® U Q 1=drtii N zao_a � Z Q � �o aw Lr) 80x� Z Z N,a�o �Woi- W J Lf) T.I LJ.I � Q I < oWo wF� O Q Z aLUz Z 1— a L g LIJ z a O l� = z A A A A (2) 33 (2) (2) 2 J Q D D JV COVID' A y D D CJ3A I CJ5B Ib D w G) D (2) D to D ., D u, D w :: • • ;.. m Q m Q D D D C) Q Q Q ::� . ... , • 1 1 IfEJ7A 1 1 r D m N W 0 m U U U 1 1 I A I EJ7BFi 7 " °' EJ7B EJ7A 0(21) FL EJ7 D1 EJ7 EJ7 I EJ7Jim oil EJ7 q S3 EJ7 I CJ3 " CJ5 ' �CJ1 C— j EJ7ALl EJ7A EJ7A : :• • • • •' . • • ... • .. EJ7A ..... ... i3 EJ7 '0 EJ7 I EJ7 EJ7 kCJ Cil :t A A S3 (2) q (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. CAPACITY CAPACITY SYP SPF SYP SPF O CONNECTOR FASTENERS CONNECTOR FASTENERS 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 R73 610 525 8 - 8d X 1 1/2" E META201 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8' ANCH. / 26 10dx1-1/2" HTT5 3225 518" ANCH. /(28)10dxl-1/2 K HD3B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" 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 — 30d -16d x 3-112" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) B) (" ") (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+1- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS y 1 OR PL LEDGEE R ------(A) INTERSECTIONS. SPLICING XCO TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" 63 IDzoCID — o to Z co 0 2 Z N� Q -J �cNnrn n- m ti Q L u7 N C LIL �z �..% M -a N 0 m n, 0 W crs tf 'm � W o2 M p co �V — O W — C E o NM O co M W CUN o mac U CDOc0 = ai LL Cio Y �✓ Y 0 O Q rn va ) Q In �r w A1 u c g D c B D® �` �•. Na x� Z .W `c0 .J _ LL IL , i > m h J� N\Y R`v N ¢ o LL Zz 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 N f�, F•-1 ;E! O IqO > V) M O I4 Q V) a V) Lf) Q L- LL �. Gt. . M � U C '-' 0000 z Q E z�M W -i� oZ �0 3 w za x¢ z ¢tea 0 � o�U. zw°w� n r�y2wz 2'� J I— vOu Yap,n z to z N W �Zo oNw zz }o ¢z E ILL. L4 3: o �O O 0 z U iz (a _l L.L. Lu 'o L1_ " < 0 .. O le0 o ejXm� N CC z Z< J Q z O�cG z LU N Lr) awo S� Q 2 z J rl LL I LLJ Q in ~o z o E¢8 O I� ¢ z a�z k Ln z a Z z m O i z W = �o a z ,--I a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2, Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . 0 Safe vertical load + Safe horizontal load `_ GENERAL CONCRETE LINTEL SCHEDULE i- 8F8-1B/1T 8F8-0B/1T B/ �l APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY ''� • ;1� : ; Ali : : R'. o O 8RF6-0B/1T © O O O, O O O 8RF14-113/1T 8RF14-08/1T 8F16-0B/iT © 9 O 8F44 1 B/iT 8F40 1 B/1T 8RF40 OB/1T 8F321 B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F 16- B/1 T U < ZO tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. J19", �'• 8F16-1 B/10T © 0 8F20-OB %T T 8F20.1B/11T 8F20-1B-2 ® © (KI O O 81=24-013A T O 8F244-11 B/1 T (! #5 R1) RAT TOP MIN. (1) ALTERNATE POWERS MIN. REQ'D CLEAR STEEL LINTEL ° d ° d .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D ° 4 1-1/2" CLEAR GROUT D 4. d �, < 'o 4 d 5 REBAR AT ~ _ x—(nw 4 O BOTTOM OF U) 2 Lu OF ai LINTEL CAVITY o V � \'L —BOTTOM 0XUOZ REINFORCING C ¢ C7 Z "ACTUAL PROVIDED IN LINTEL Z LL O w D D NAL WIDTH F co w 0° Q Q (VARIES) i6 ¢ r, o 0 a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementftiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLAN SCALE: %4"=1'-0" zM o _ Z � o Z cn6 J M 0) n a) m t` Qa� `o °) zp� -LL /t V o � O N n' _ W r M 4--) W Z 2 0 00 �U — O LLI — �m � � H Eo 0 N U NO M co W co N CO f— EO = W M O _O 00 = a) M U00 oY t 0 p O a Q rn v� Q LO rn A' N C B D C 'W B D. Lo TN co 2 W - '. T` 0 :"� ��} � �•:''-' 1. lL L� � {1��l..,, 94 ❑ ❑ 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� 0 ate) n Faun M C) a U-) Q LL Vfu a 00 Q WJ � J oZ 0 w � za < ¢ <ce Z80 zww�f— Z s o w Z � J 7 LO OUO-'2O 1 ■ 10 mz0 O Lu Z Z 0 T ¢ v , TI Z F Z Lu Z 0 -0 3 fu M O > J Ja U (n f a J L1J �W oZO a a o —I 7r' ZO O caJ ..._'. Z WX J Z 0 Z N <IW� $og� Z a Z N Ea LU J Ln �--I W Woz QLL5 o o LLI Q Z LJ g�� � � Q Z ¢Wz dam' ZU F ,�16 Z Z JZ aZO rn ,-I V) SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO' 10 SHEET NO. 8.0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE, 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-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 VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET I 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 12 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KGI WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 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 61TIMS 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 I 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 STRUCTII 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: 1.3.1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2A 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 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (W/O STORAGE): 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE 'C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480 TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 14.1, ALL FOUNDATION$ 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: y4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 18SM-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 I MODULES OF ELASTICITY DESIGN (E) C+P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (318" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = 11 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ DESIGN WIND PRESSURE: MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2� 7. CONCRETE PLACEMENT PRACTICES $HALL BE IN ACCORDANCE W/ ALL (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 5'-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS A ND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. STEM WALLS. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI GARAGE DOORS (V 140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 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 SPF #2, fb = 1,312 PSI, E = 1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES, 4.4,5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSIrrPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CON�IST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46KsI OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsIWITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY, OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5,7. CONCRETE EMBEDDEDVBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 UPLIFTARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Borecore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 . FRC R318.1- "A permanent s n which identifies the termite treatment provider and need for re -inspection anAreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/s grinkler systems includina all risers and 1, -0" of the building side wall. spray hea s shall not be installed wi hin 1' 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FIRC R318. 1.1 - Inifial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Sol[ disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc,, shall be made with permanent metal or plastic forms. Permanent forms mutt be of a size and depth that will eliminate the disturbance of soil after the initial treatment. & FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs b6fore vapor retarder placement, retreatment is required. 9. FIRC lgl 8.1.5 - gg,,j'rete ovewour ind mortar along the foundation perimeter c , must remove a ore exter or soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12� 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 b a licensed pest control company before a certificate of occupancy will be issued. Tge certificate of compliance shall state: 'The building has received a complete treatment for the evention of subterranean termites. The treatment is in accordance with t�re rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-T of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing matedal. 1130 LO Z �; CD ID -0 Z co < N 0) 0 a) r- CL ca r- �2 Ln 0 C14 Z -0 LL C ;:1 V) o M -6 C,4 C:c M . = 0 t.F 02 Z 00 0 ILLI CL� P V) E c,') 0 C-, , 2 0 C, Fn W N E 2 W1 0 co FL iz- 0 6 C:) C) a 0 6 < 0 0 CL U) < LO 0) A I N C 11 D C 14" 8 D. 1413 _A� Lu, fu�, Z �-t'0 (n _j LI.Co (Q P I'L C=F ro, W�Vl rL UI 0 m C�N C�, ca LLg F Z C LU I- 's s To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c) C�` Z rj 0 a) r-, 4_j C:) 1 5 t.0 > re) C:) p U-) f0 Lr) < -0 in Z Ln U" U_ CL U CL OC) Z Z F= e 5. LU C:) _j C:) W 1�0 0 Z Lu Z Z Z, 08 LO) U Z Z< Z 0 uj C/) V) Z Z 0 U Z 0 Z 0 Z 4 ro (y) 2: L_ a) I < �7 0 > CC Z U iZ fU F- U, w 0 1�_ R OZ <, U U c� cc C/) or- Z U4 d uj Z < (D < 3: < ow o� �_ 0 < I_ 0 ce Z Z r-4 C, �09 0 LU L0 8� 8 OZ8 2 c) Ln Z Z < Z Cy ,I- Z tu Z 0 Ln Z w CL SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO' 10 SHEET NO. SN _1 F-T 11 1 P 1 RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10, -811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 113'41 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5-1 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24' - O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111._011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1T-01- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151.4" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + _,-++++++++++++++++++++++++ + ++- + + 44- + -4- + + + 4 + + b + + + + 4 . . . . . . . . . . . (G . . . . . . . . . . . . . . . + 44- + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + 1-01. (TYP,) + + 6-10" 61-01. + + +/ + 4 + . . T + . . + + + + + + + + 4 W + + . . /, . . +\ + + + + 15/32" CDX _J M + 4 < + + + + + + + + PLYWOOD OR + + + 7/16" OSB 4- + . . . . . . + + + + + + + + + 4- + + 4 + /�+ . . . . . . . . + . . . . + + + t . . . . . .... . . . . . L . . + + 4 + . . . . . . 4- -4- 4- .� + . \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6"O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING §HANK NAILS 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 X _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90* HOOK BOND BEAM . ......... ... W ........ . ........ ........ .... EE �<, STD. 900 .... F-7 CONT. #5 CONT. #5 K HOO ... BAR BAR . . E #5 CONT. 7 4, ....... ........ t ................. ... ...... ........... .......... FROM .,. IF FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. gap 2" " max. 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. 2x4/Plywood/OSB web stifle ler 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" 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. higher than 15GOlb SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.* w consideration. Check local building code for appropriate details in One 10d box areas=20 of high 6 or=11 sinker lateral load. nail each side at bearing. Squash block (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. 10d nails SECTION INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see NOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges reb Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate I BCI 5000s� 9-1/2" 11-7/eZ-_8_d_ 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000SO BCI 6500S'9 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d i 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI g0s@ 11111 _-7/8" 3-116d 3-16d 14" 5-16d 5-16d 6-16d 6-16d . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 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 = J 'oc When joists meet over wa I I, provide Woist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. BE CUT ANYWHERE IN AlY2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7= CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" LEAST 3" OF CLEARANCE ROUND IN 1'-1­ 1 T-Z' I �-Z' 1 �-3' V-3' V-7 V-11"I 2�4' 1 Z-9- 3-Z' 1 3-7- Any 16'jdst 12 I'-U' 1!4' 1'-Z . 1�-Z' V-3' 1'-9' 2L4' 2-11" 3-7 4!-Z' 4-9' 64 16 1,--a, i �-r 11 �-2. �-Z, 1�-7 2-61 3-21 3�10" 14-9* 1 .9-7 6-4' -T-Z' 20 T-a'IV-11"11-2' �-Z' 2-a' 3-9' 4­9' 4-101,16-11"IEY-11" 7�-111'1 &_111 11 24 l-4Y' I 1�4' 1 1 L3!' Z-S' , 3-7 4-9' 9-10" 1 T-2- I R-&' 9-6' 110'-9', NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THElY2" 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 110 5/8 THRU BOLT us ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. T-4 SLEEVE THRU STEM 4 SEE PLAN FOR--' 4 I . . . 4� FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4%2" gap — Backer Block,, "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top if hanger flange is laterally supported by joist hanger. oesn't meet height / teb stiffner as equ ired requirements �-0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN /"vu uniAar_,+ rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 11030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ Pl�E PENETRATION� 4- 5 11­11 �� A 'I t 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Or' A 4 0. — ... .. 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ Pl�E PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE rr— 'A AI 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 Fl- 4 A,. 4 A-4 . A .1 A A F SEE FND. PLN. SIZE & REINF. me 0 77 (0 < & C: MN S) a_ a) LO U) 0 -2 CR 'a LL C: �� V) j2 -d 04 6 r- C Ca V) . 0 02 z n 00 (0 U (0 0 LU V) Ul) E om 0 r- C) y') -C, co 2 LU E 0 - c-, CO M .10 cc) q at's c -2 a) a) M U_ F� 6 (60 0 cn cL 6 0 0 im 0 CL U) < LO B D 11 C B D C X r, oil 7Z C=) 0 6 C, Co Lit! Co im U <, ku If, �< LL LL U In" VIM �Xm 91, P ; E SS\C' LLI ��;R �J 111"11% 3C 0% El III To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. CD Z r-4 0 1­4 (Jo —=) Q0 c) 4 > Ln M Z 1­4 ry) C:) C) 4-.r r,-% U-) f0 Lr) < in Ln 0 a) — LO CL LL Icy- U ca. OC) z < z E z LU C:) _J C:) W �.D 0, zg "y WL 0 80 , R, 0� z 0' U z < z z 8 Z @ Nl_ LU 8W Ln Z Z >_ 0 < U z z 0 z z 0 -0 M 4 ro < 0 0 > A U lu- C', Zo < 1- -4 " � CU) 5 02 5 M- Cn 0 < Ln r,4 i:_u 0 ce z C2 z LU r_4 Ln 8,2 z di 0 0 0 LU c) l*_1 < < z Ln Z < W z = Cy 0 Z z LW r-) I I T__q 0- Ul) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO 10 SHEET NO. S N 1 J.; 7-- FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-/ NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE I 1 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4x--12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER //--SHINGLE ROOF ///��7/16" 0 S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjJL-� LUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA �­sEE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W1 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE 'IS" MORTAR _----ARCHITECTURAL FINISH 1x2 FIT 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 CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a_ /-NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 00 6MILVAPOR-"/ BARRIER CNI COMP. SOIL. (COMPACTED TO 95% M. MODIFIED PROCTOR ASTM D 1557) :711 3 MIN, CLR. (2) #5 REBAR CONT STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" 11-4t' I I U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR fO RECEIVE PAVERS DRIVEWAY CONCRETE SLAB PAVERS�\ BLOCK WALL BEYOND I 14" 0 H D RECESS 00 SEEA/S30RJ/S6-- -Ii:1T �F-Ii 11 F1 -Ir-,- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) V-8" (2 STORY) GARAGE DOOR SLAB RECESS (�J.i SEE TYP. WALL SECTION FOR SCALE: N.T.S. "ItI �3 ADDITIONAL INFORMATION. 2x#2SPFSTUDS @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P,T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) Z. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� V-13". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-13". 112" 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 A 9 A Tr=I r=l 19, 1:14 11 L8" 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. rG G 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" //-2x S.P.F. S DS 16"O.C. A 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C M U - 11 1 x P. T.' ST U D SEE CC/S3 OR It - #5 VERT. IN FILLED CELL C14 G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8"x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY �2 2X P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 > p �:n NOTE: 's > z "FOR BEARING WALL �2 W/ UPLIFT ONLY I rmtwl il wur--, I -I[E, FIR FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4.1=11-011 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 1311 r-O.H.D. RECESS C .2, ;t -4 -.0 -1 LT SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12' OIC FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2X BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X'@ 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 SHEATHING W/ 8d 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. V-011 (ALT: 1/2"xl 2" TITEN HD @ 24" Ilk O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 211 3 1/2" MIN. K ELEV. 4-3 1/2" A.F.F. 00 TYPICAL "SHEAR WALL -TRUSS BOTTOM CHORD OR 2x4 BLOCKING `TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.0, USP SPT24 '.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. CONNECTOR �1) ROW 2x BLOCKING @ MID HGT. FOR WALL ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < X-13". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN --4NSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"4/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 @ 24" O.C.) 6 x 6 WIA x W1.4 21' WWF OR FIBERMESH 3 1/2" MIN. L WWF OR FIBERMESH 1/2"(min.)- 4" (2) #5 CONT. 811 4' V-4" U.N.O. MIN. BEARING WALL"' STEP"' SHEARWALL C UU) Py SCALE: 3/4"=V-0" S3 rc -2x STUDS @ 16" OIC 14SULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER " Nq 1/2"(min.)- 44e' 00 1/2"(min-174" ..UL11 1= I r= 117, (2) #5 CONT. 1 1,11 -111 111 811 MIN. U.N.O. TYPICAL BEARING WALL " STEP `QCT 6C C� SCALE: 3/4"=V-0" S3 I' TM-11, --1 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST LAYER 3 H K H. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR F2) 2X P.T. PLATE 20" MIN. LAP [24- MIN. LAP] #5 REINFORCING FIBERMESH W EEP SCREED INSTALLED I I I BAR E PE PER MANUF. '�"-#3 OR #4 REINFORCING BAR 2� GRADE 40 MIN. Fy= 740kkSIj #3 & #4 LAP SPLICE :U - FINISH GRADE 60 2 [GRADE 60 MK Fy- WWI F 60 1 2 5" MIN. LAP [30" MIN. LAP] A 6 MIL VAPOR BARRIER 0? 1]]�� 1HE1 I M- I = . F!, 777 7 771 "1 I'll I #5 REINFORCING BAR R 17/8" t> #5 LAP SPLICE I 1 /11 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM . : D 1557) 4" 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 HOLD GYP. BD. 2", 1/2" FROM SLAB 01-001 CONT. BEAD SEALAI',, oil -001 oil < INTERIOR 4. -3 1/2" E� t�! CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E =:E1 .1 OP 6MILVAPOR --11 1=17' BARRIER W-1 19 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -71 -'----INSULATION PER CHART ON FLOOR PLAN CONT BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 M m 4 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" rd lot, ­� 1- 11­11111\�yy ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE SCALE: N.T.S. REBAR DETAILS rF 6 x 6 W1.4 x W1.4 in.) 4"--., 4 A ­111-11, -1 1 1-1 1 00 1 GRADE 1) #5 REBAR W/ 0 MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=V-0" S3 co VARIES 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH !rz4 C� SEE A/S3/J/S6 1 8" 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 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE W 0 . 1:1 P W Cot a. I> W In )R FROM TE (2) #5 CONT.- ON 3" CHAIRS 8" 114" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� V-13". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2' GYP. WB (MIN.) @ GARAGE 5/8- EXPANSION BOLT @24 "O.C. W/ 7 EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6 x 6 W1.4 x W1.4 C-14 WWF OR FIBERMESH I Cl? 1 a 1 - -1ril, IM r I 9 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -71 EXTEND FILL CELLS TO FOUNDATION PAD -E NG. MAT REINFORCI CONT. FOOTING STEEL 9 GRADE 00 M - -11 M , , - . . .< I LU 4 -j 1 40 0 - Ed I I' Z U-1 I= UJI D a. F9 I I- , -I- - 0 Uj a 0 LU (n LLI 00 < U- 4. FO OTING �E �EE I EE I BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL SCALE: N.T.S. S3 go L0 013 z -0 (14 (0 C/) to < [�- C"I 0) ce) 0) I­ r,- to 0) 0 0 N -0 U- a V) (D M C cc 0 E V) ,- :t' 6 = M 4--J 02 z 00 (0 U q0 0 LU V) E c.) , C') 0 C�-,- 8 C,) -, E 0 Fn M 04 co 0 0 u- i�� ASEENEEM C vo) 0 ( i Cr:l f - a 0 < 0) 0 0 0 U) < to (1 B Do N C 13-D-C I.' 0� 'xi N, S E, -x ZZ, !v UZ 0 U- a -&?- -2 e 01 z \§ LU to of LU C< en El 0 Tothebestofthe Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, C) C:) 0 a) r-, P-4 4-J C) C) > C:) M Ln < C) a) - Ln LL C)- U C.L 00 z § E Uj C:) z <z O'� ox < 0 z Lo" U z < U-1 D z z W Z ce 2: a. 2 to 8 uj (n >< 0 zw z 0 -0 06 V) 1170 2: 2: 0 0 > - F- z U < > 0 ZO < 0 T N LL- z Lu z cl� < Ln (7114 9 z z r1`4 .0 0-� Z LU Lr) di 28'§ 2: z < 8 zw LO z t2 z < u) u) - V Z LU z < ul 0 z CL (n SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION N 0' 10 SHEET NO. S3 (MONO) M 12 ,�(TYP) SEE ELEV. I USP SPT24 @ EA. STUD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION -----2x DEAD WOOD @ MID POINT wit (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE ---i 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING --(2) 2x HEADER P R PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIEE O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SEE TYPICAL WALL SECTION 1______�_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 To 2x S P P P L J 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 1 Od TOENAILS T&B I k AS REQ'D 1:�2x BLOCKING @ MID POINT EVERY OTHER S T U D W/ (3) 10 d N A I L 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" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD - BLOCKING (TYP.) 2x P.T. PLATE �__ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F� 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 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 J lk� 11 11._. .�l 11 8" STD. 90*HOOK—/811- LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-10" WIDE (U.N.O. ON PLAN) T OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION d L - 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--� x > 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 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 GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK . ..... FOR DRAINAGE CONNECTION ASSEMBLY ............ GARAGEFLOOR TRAVEL DIRECTION OF ...... GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING ""'POURED CONCRETE BASE FOR BOTTOMi TING �BE DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DIMING. SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/81, 8" 7 5/81, 8" INTERIOR WALL It, EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK �DOOR OPENING --� 1 ST COARSE 2ND COARSE v 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) F RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. C a EACH END WALL DOOR STOP Uj MOLDING 2x TOP PLATE Cn GARAGE V2-16d NAILS @ 24" O.C. OR ZIDOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v -1 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL (j TYPICAL GARAGE DOOR BUCK (K SCALE: N.T.S. ��4� SCALE: N.T.S. ��4� 10 �� 19 4��/44'b'tbvhl 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 1 Od x 1)/2" @ 24" O.C� 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) USP LSTA30 4'- 91 (2) (3) (2) (2) (1) USP LS 9'-16' (3) (4) (2) (2) USP I -RTA30 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 R \—(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 W/ MP3 CLIPS EACH SIDE "--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S4 _I ///-.* HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFTI \.-P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. � �4 -USP SPT4 SPT24] 2X STUDS @ 24" O.C. A /8"xl 0" "J" BOLT I @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION /-2: P \-USP SPT4 �01 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C SEE ELEV. y P 9 UPLIFT CONNECTOR (SEE SCHEDULE) -Z(T:TYP) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /--CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONIC. FILLED CELL-` H I W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MO THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE "jr'Or'L"'r 2 ROWS 10d @ T' O.C. (14 NAILS TOTAL) EA. SIDE OF 4 SPI SPLICE STAGGERED 1 Od @ 8" OIC ATTACH ALL __j __1 I EXTERIOR STUDS W/ (4) 16d TOENAILS TO YbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M i(� SCALE: N.T.S. �4 F= 2240 LBS USP USP SPT4� SPT241 SP SPT4 k-1 1 Ifi TRANSOM FRAMING P.T� SEE SECTION AA/Sl ATE AND BB/Sl FOR ADDITIONAL DETAILS LINTEL INTO TRANSOM FRAMING T4 I � rSP SPT22 USP SPT4 \2X8 P.T. BOTTOM P�ATE \-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. C USP (D (MIN. (2) PER BOTTOM PLATE) uOr Or SPT241 F7 or or _M, us S TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SPT27 ///,/,Us SP PT4 1 R_ F_ 2Xts P. 1. 130 1 1 OM PLATE (D, L5/8"X10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE [_ 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X1 0" J-BOLTS @ 2--0" O.C. -MASONRY WALL 1 Od NAILS@ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES 10 SHEATHING ITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD —PLYWOOD SHEATHING MASONRY -- WALL BELOW o_�-5/8"X10"J-BOLTS@24"O.C. P MAX. (MIN. (2) PER BOTTOM IT4 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 go Z zo 0 < = CNI r_ cl) (D M > < 0) 0 64 z 'a LL CN V) 0 0 Q) C—J) tf CU LIJ 02 z 0 L1j F__ E c,) 08 "-4 C, cm) C) " c') C, Lij aj 1,0 04 E cD c: co 0 0) 0 r 2 00 ai 2 LL Fz' (D 0 C60 C) 0-0 le :5 0 < 0 0 a- (0 < N C B D,C A I P Pv R CIA IL7 -2, WA z r). M q4 4, > tu LOJ I U I< 3 , , V M 0) 0—'T $;, cc�' a Z" ll # E SS 0 LU "'e?, lob 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. 0 Z 0 C:) k.0 C:) > rn 0 ro Ln Ln U_ F- C>)- U 00 z z E z 0 WLU _j 0 C4 Lu z Z 0- 15 < oc EE80 L) a 0� z W Q� z < 2! z uj Z Lu z 0 8 z z z 0 -0 :D ry) 0 > z < U fu U) zo X '0 (2 LU� M, d L0 N < E 0. -0� z Z r�4 ff.. � LLI Lr) Uj X < z C:) Ln Z It &C Z 01< M z 4 Uj z � 2 < M 0 11,D z W __1 CL U0 SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. S4 SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS IG NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL Tx4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR L SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORDOR SHEATHING DETAIL EA. OUTLOOKER 2'vx4" O.C. (OPTIONAL - SEE BLOCKING F x OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL ROWSOF 45 24" MAX. TOP CORD BLOCKING 45*± 2X4( 2X4 CONT"L" BRACE TOP CORD BLOCkING USP RT16 OR EQUAL @ 0DOUB1 NOTES AND NAILING TRUSSES @ \-USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od FOR FIRST FOUR ROWS 24" MAX. EA. OUTLOOKER SCHEDULEFOR EDGESOF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ T@ 24" O/C. CMID OFTRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACHJOINTW/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4CROSSBRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX, 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2x6 P.T. TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od USP RT3A WITH 8-8d LL SECTION FOR SPACING 7/16" OSI3 SHEATHING FINAILS & (2)1 Od TOE NAILS @ *,.,*/ 1, FROM LEDGER TP 2x4 PANEL BLOCKING 1 ATTACHED W/ 1 Od EA. END "'- BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE @ 6" O.C. EDGES 1 GYPSUM WALL BOARD GABLE TRUSS /-OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ T O.C. EDGES TRUSSES FROM EA. 1 0dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & CORD ATTACHED W/ (2) 16-d TOENAILS ATTACH ED W/ 10d NAILS I DQI (2) 16d NAILS B INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING (d 48"A 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "T" ON T6P OF PANEL RIOCKING\ \-WEEP SCREED :1 SLOPE OF ADJACENT SCISSOR TRUSS) X O.C. FIELD O.C. FOR THE FIRST (4) ROWS -V L �2x4 FASTEN WITH 10dx3" @ 4" O/C SPACED - INSTALLED PER MANUF. 2"x6"P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END "T" ON TOP OF PANEL @ 48" O.C. � 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 611 FROM--"" MOISTURE BARRIER USP HTA20 OR EQ. @ 6-101" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 SCALE: N.T.S. SCALE: N.T.S. REFER TO DETAIL J --��ON SHEET S5 FOR SEE STRUCTURAL- X-BRACING, AND TOP NOTES AND NAILING SP HGAM10 W1 (4) CHORD BLOCKING 00 00 SCHEDULE FOR SHEATHING DETAIL 4"xl-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" Ill. 2 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES ;0 2 00 4 ± APPROX. 8" FROM RIDGE FASTENED AT /7- 2X4 RAT RUN BRACING - x EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 112" 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 - 16d (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 END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W1 (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF l( B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" � S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS AUUI I IUNAL INI-UKMA I IUN. Tx4" OUTLOOKER @ 24" - O.C. W1 (2) 10d PER JOINT IINIMUM 2x �ROSS BRACING 3EE PLAN FOR r OCATIONS) 1 0dx3" OIC TOENAIL 6" O/C RUNN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 p :7 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. BACKNAIL W/ (2) 2x4 OUTLOOKER F16d NAILS @ 24" O/C TOP CORD —F BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER EDGES OF SHEATHING TYP. -.L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /�GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD . V4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC I 2x4 BLOCKING-",, x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE - ATTACHED W/ 10d NAILS @ 4" O.C. TYPI AL GABLE TRUSS WEB DOUBLE 1" BRACING DETAILJ��5 SCALE: N.T.S. S5) 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED --16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB ` SINGLE 1" BRACING DETAIL/"- 6 SCALE: N.T.S. DIAP BLOCKING @ 48" O/C ,-GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE FASTENED WITH (3) SECTION 16d PER SIDE SCALE: N.T.S. SCISSOR GABLE "T" BRACEr7 AS PER HIB 91 SCALE: N.T.S. \,_ S5 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 _MOISTURE BARRIER BOND BEAM "-�MASONRYWALL "'�ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) Tx4" (U.N.O.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 01011- 31-01- 3'-0"- 61-0" 6-101" & GREATER SCISSOR GABLE - (1) 2'W" #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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - F16d NAILS @ 24" O/C WOOD TRUSSES TOPCORD BLOCKING FOR x USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) A L TRUSS 1/2" CDX PLYWOOD OR 7/16" x (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SAND 12" O.C. FIELD M10W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 - SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL--' L�L L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN a z LU a. a! 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Uj - - - 9 9 9 z LU LU 0 9 Zlt d LU 9 9 d- LU NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /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 Wf 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 go z 0 0 (0 z (0 0 2 z < l 0) CD CL co Ln (D CU =; 0 Q) Cn -Fu 4-J LU 0 z 00 0 Lij V) :D E c," rd-0 C-, C) - co - LU CO co C14 E (D :S clo 0 0 co 0 34 'Con a) 0-0 0 0 0 0- co < LO A I 8 D, co p to cn Cn N co LO 0,,-�,C#�! e 10 10 0 z .<7 C,4 j ; , > < ­0— z F 1:1 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. C:) C:) Z 0 1­4 4-j C:) Lr) 1 5 1.0 C) > c) rn U-) (0 Ln (n .= Lr) LL CL fu U 0- z 00 z E z C:) WLU —j C:) 0, 0 Ln LU z z 0 0 U 0 z 0 W , uj z U z L4 Lu 8 co z 8 N Z Z 0*1 Cj) 0 U z V­q =2 z 0 -0 D fu UJI 0 > C: U U') fu 0 zo < 5 Z� U- z ui LLW� z< < Lr) CN4 0 c� z z r-j Z) 0 Cy I F, � LLJ -j L0 < g WE =0) 0 z vu 0 uj c) Ln < Z z ce z < z U) Z M 0 LIJ < Ln z rn V-4 V) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. S5 - - - - -------------- 11; DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X PLATE E T 14" 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING " " 3/16 O X 3-1/2 LONG TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP) ` BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1- j /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" METAL SEAT PLATE O.C. & 4" FROM EACH END W/ MIN 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL E71a NOTE: LAP SHEATHING TO DOOR JAMB (REFER DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 _ J FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS +2 NOTC an FIRST COURSE ' — USP HGAM10 @ 12" O.C. w/4-SDS 1l4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ♦ JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5n NOTCH WEB AT THE FIRST 2 COURSES ` BOLTS INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FFILLED OUNDCELL PR LAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ,r 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. K A ER ARCH BLKG. & BUCK BLOC HEADER 1/4" x 31/4" TAPCONS :. USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24' ,. . TAPCONS 1/2 DRYWALL * - � � ._;�k;�.:�':'� .:;-:; (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x *NAILS AND 8d NAILS AT 8"O.C. AT BUCK n 2 x 8 45 DIAGONAL 4 10d N () AILS INTO LEAVE A CUT OUT IN O.S.B. ON THE 1 - =. (4) 4 X 1 4 WEDGE BOLTS [ (1) STRAP - 1225 # , BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 2 TRAPS 2450# () S�) - - 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. ARCH PANEL CUT HOLE IN O.S.B. FOR BUCK IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR ' ^ � SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ' a~ ' '. •• " BACKSIDE TO FIT ARCH 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN •..'. CONNECT W/ 8d NAILS B BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ( ) INTO ARCH BLKG. PER ARCH 4 W FACES 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X 0� (2)10d NAILS @ 8" O.C. FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + G rH PLYWOOD SHEATHING + j r_O11 51_011 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > _ ,� EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS ° >: ° ' e� D #5 BAR BLOCK HEADER BLKG. T TOP BTWN. ARCH 2'-0" 8" + + SOFFIT + , �D o. .:> jO ° ° b CENTERED W/ 1 X 4 FURRING BLOLID KG. & BUCK 2X6 TO 2X4LS USP RT3A 2X4 SYP . s o ° �, 90 H N TOP o EACH TRUSS o : ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK — I I � I '; ° ! CHAIR BLOCK NAILS AT EA. E(2)10d ND PROVIDE 2x s'®s CONNECTOR MONO FOOTING , PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE 2 MIN. O CONT. W/ (3) LN °. SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED 7" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 . ° CLEAN FILL ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT .> • DIRT z TO BE INSTALLED 000, 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL A. ° STANDARD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " 90' HOOK N TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y? WOOD FOR OVER HANG FILLED CELL �° 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . , • ° . • L. •°, .: • °, r INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" °; °�'� °r '°� �'� U. ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. '� `r sk PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" V-0" SS SCALE: 3/4"= 1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP 70 PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL r #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0"5" EMBEDMENT & 3"MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F F EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP u w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 c� THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL px REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN SEALANT ':�- LL 0- BED JOINT. DO NOT FURROW. =:;':;; * PRESS PANEL REINFORCING INTO PLACE. :;': •::::;';.;:..= ' v l l c� z 5X6 EMBEDDED INTO >` ': 6" MIN. LAP SPLICE W/ o EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ;"; :;.:..?;° ;:... :;` - REINFORCING PANEL — — T���� N FILLED CELL SMOOTH. DO NO FURROW. °—� DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT '' GRADE o. , I r SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ;.A :=>.• • �� 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `V REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. " z_ r o . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° \tea ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ o (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. gig Ch�® zM � � o z < -J CM0) CL m O t/) V M-CM ° o W — 0 00 �U120 — Ow _ ry o 0 N U 0 M N w o� — U a _O W LL a) O U oY� r~Y no Q 0 to C u, CD A 1 NCBDI ," { m. LL. w o.. Z. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 ON Z O cu 1­4 4_j p M O M 'ro Ln Q LL'� CL M � U Q. ,--I 00 a z� WJ W oZ �� �o z Qa Ea ly¢�� 80 U Z�w 0 w Z J p � W J a o.O �n H L_ N W mzo o0 ZZ Yo az rl 2: Z �-, O M > � S p 0 JQ U (n (u ^� 1..1. J U o� �u < Y, 0 0 0.ma y0" l �t Q Z O J � �aZ QLn QQpzo Z Nr-I ."zow =,_ J Ln Z oo LL Q LU 0><a O I� Q Z Z �¢�z aZ C'Z O z d (J) i SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAN D VERSION No' 200 SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF SEE ROOF COLUMN W/ (2) HTW20 PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT TY 2X4 BLOCKING P' CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) SECT. A -A PLATE TOP @ TRUSS BRIG. SUPPORT COLUMN BUILT-UP FRAME OUT TO A BLOCK EDGE (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D ADD 2X4 ALONGSIDE ° EXTERIOR SHEATHING ° TO PREVENT PLYWOOD (2) USP HTA20's ATTACHED PER NAILING SPAN FROM EXCEEDING JACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 WALL ALT: (2) USP MSTAM36 MAX 24" SPAN (EITHER USSES HIP AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. CONTINUOUS LATERAL BRACING- TIE BEAM BUILDER FRAMERADIUS NAIL OVER X-BRACE AS SHOWN - INSTALL BING . AT TRUSS WEBS (2T 'DNAILS O C MAX AS REQUIRED FOR NAIL12 X-BRACING-2x4SPF SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRRUSSSS WEB CROSS BRACING DETAIL (TYP)rl—" HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL K6 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. USP LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB CENTERED @ USP HD4101F BUCKET ISEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR 1 FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO W/ (4) 10d TOP & BEAMS TOGETHER MORE INFOPRE-ENG. TRUSS R USP RT7 O BOTTOM 2x8 BLKING. NAILED @EACH BO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN BO TOM L W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH71/_SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. LATERAL BRACING SPECIFIED BY THE TRUSS M ADDITIONAL DIAGONAL ALL LATERAL AT 20' 0" INDICATED ON BM. OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0 '�'� OPTION A SCHEDULE/PLAN SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 LING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD PER SEE NAILING FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g FOR BEAM SIZE & BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING I SEE PLAN FOR MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'41 WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN t/ INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) INFO) PLAN FOR MORE INFO MASONRY WALL DETAIL @ INTERIOR BEARING 3 (TYPICAL) SCALE: 1/2" = V-0" COMMON BM. ATTAC H M E N TK'18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=1'-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:. 1/2"=V-0" OL VARIES 2x STUDS @26" O.C. ROOF SHEATHING SEE 1/S5 FOR USP @ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 81 NAILS AT VALLEY TRUSS 4" O.C. INFO. 2x BLOCKING BETWEEN 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ (2) TO O.C. 12d COMMON TRUSSES. ATTACHED PER TOENAILSS TOO TOP I 12d TOENAILS EACH END SEE TRUSS PLAN 2x4 STUDS W/ USP STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE NAILING SCHEDULE NAILS TO TRUSS BETWEEN TRUSSES (2) ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. J/S6 FOR MORE GABL 12d NAILS TO EACH PLATE INFO. TRUSS LOW ROOF/WALL VERTIVAL STUD) SCHEDULE SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d VARIES W/ PV-_ _ VARIES SEE PLAN PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD ROOF SLOPE USP LSTA30 OR USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON O C TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TYP TOP &BOTTOM ' SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR j NAILS EACH SHEATHING ATTACHED a STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP ---- o . PLYWOOD (3) 12d TOENAILS TO HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e < TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aa, TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. as FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @ FLOOR MANUF. CONNECTIONS SPEC'S FOR TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTIONK�22SECTION AT HIP GABLEK`12 SECTION @BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS me Z o o Z co co 0 z COC �' .�1 P, C M � s- a) ct3 ti >2LO °) t Z o •DDD tL C , V 1 (D O C M o 4--) LU 02 00 U — Q Lij - Lf)CLI F_ . t11 r— o N a — U N m0o0 2 LL t` V N Y a a°�i Q rn :5 0 o co0.n < 0) A' B D. N C B D• C a° � Lo _ °9jtEJe�,de W O Q wco v :Oil! y'ro 0 l6 Co LL C) LE LU ✓/'��asO .�a�,�li/11tiE8i1190���```� 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 O�i� >J)ro M am L^ Ln � u-LLill.-. Q 07 Q UC L 00 00 a Ems.. Z§S W J O ~ er oZ �5 W� za <a zR�a W o 0WZ u_O W N O d" U) z F W Z Z z z }o O az �W z 0 Z M w N O > o a U/ � //1 _j Q a4g 0 aVYV� 0 ( % U 2 m N M Zaoa Q Lr) Foa� $ L a Z N � �aW W —i Lr) ,--I u l 2:Q w W, S N o z U Ear O N Q Z Z <wZ aN W ! U LLJ Z z SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTION& 1 . Cut, fold up & temporarily secure weal barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING X IE BARRIER & 1ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) I ED FLASHING SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING o� 3/4"-l" BEAD OF CONSTR. / INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE I UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) § 1 NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST E AM SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 2 8 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZEr" AIZDWAI T RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE P� SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 1 Water Resistant Barrier Lath Sheathing Stucco Cement Plaster in accordance with ASTMC926 over wood 2nd floor FLASHING REQUIREMENTS R612.1 0 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 -resistive barrier. 3. Under Paperbacked stucco lath when the paper backing is an approved water R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills, 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance ........... withASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. ... Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all (.D �2 CID co �; < rl. cq 0) co 0) r- CL a) M I­ :2 LO 60) 0 04 'a LL 0 M Q) == 6 00 tf CU 0 4-J LU 0 Z 00 (n U 0 Lij V) ZD V) E 0 co M 0 - - co .2 UJI rn C14 E cOo 0 0. CO _T_ E2 ILL iZZI 0 0 , 0 0 _1Z < 0 0 a- 0) U) < LO 1 0) I-C B 0 -A I awo r "MI 001 cc LO U7) r-- U) C-, 0 d ;Z ;Z Z Z0 co Co , 'L 0 C=) __J _J LL_ , cc,, > LU Uj uj u < LL LL Z 0 0 C� < CO Z<z si .:e -.3 0 N LU _J 0 C0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:, Z r,4 0 r-, .2 1­4 C:) =3 CD > U.) ro �_q p M N 0 ,;� UO 170 Ln -0 Z < CL Ln .7 V) 0 a) - Ln < L_ U_ F_; CL cl� U VL OC) Z < E Z ro LLJ C:) _J 0 W 110 Nr 0, 0 4 > ce ra LU Z 2E Z < 8 0 P 4 2 u, U Z Z Z W Z LLJ 'Se N Z Ln Z Z >- 8 LU X Z Z 0 U_ 0 F- 0 0 > U 05 flu cc LU 9 >, O� �U- OR 0 < P H6 < Lu 2 00-< LU Iy_ < Z< < < Lr) 88 Z 0 2E 0 Z C-) ULI _J V) ?--I W u- t5 8 Z 0 C) < Z < Ln I. Z tu- Z M 0 Z LU Ln rn SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION No' 10 SHEET NO. W P PRODUCT APPROVAL SPECIFICATION SHEET _ As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components C0 U listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report -0 >ff O-' supplier should you not know the product approval number for any of the applicable listed products. Stock Product • Stock Product • CD� CC3 U CD � � Cu OD -0 V - !� 0-= CD o lL Clo a Building Pro ducts Residential WindCode Doors W6 8X7 FL15279.85 +38.0/-42.0 sf JUS26 FL17232.12 ESR-3445 LUS26-2 FL10655.112 ESR-2549 �� 111 r---i-�-��,rr..� �, ,�W n-- I Florida Department of Business & Professional Regulation P-�" I of 1 Building Codes and Standards 7r2DW1 a Product Approval Application Detail 2W Entityx Jim Plus Data P*ndg- go mm Version coatilt Whittled By Validated ownad FOC Amm—I A..Fwd AMR Revision 2014 Tharront-Tno Corporation Rlak Wilghtt National Aocrediftsdon & Ryan J. Igreg, P.E. (12`26*015 ozomis oa=015 Approved coaqw. EAerW Doom (419) 290-1740 Maraoserard Institute (813) 787-SM SubCatigionr Swinging E)dodw Dowfluxuanblied, ficlotC."oommeants. Compliance Method. Certification Mark or Usfing Com aw Nuentior-Alsen, Product Descried- OLi&WA� IRM= Dwas Alearadeallorthel 11 Asea—d! far Use K%*IZ 011"d, HVHZ Indeed Deals, Resistant P"- 5 =Mlftl wSM00th-StArticuot; and &*Wt.Swxhrnark by &8 and 8/0 Opaque and Glazed Fiberglass Dow with NO Y" NO WA Themua�Trulkcluol; and Without SkMftg. Inswing and Outlawing 22111 Entity or Mat 2at Date Pending 21M I= Version Marmfircluter contact Erminador & Licalress VIidm*d 91 VaIkMI*d Submitted FOC A-1 Acionoved Revision 2014 ThentruT. Corporation Rk Vinght National! A .. chat. & Ry. J. ", P.E. 0812SWI5 06VIV2015 07MSWS Approved Category: Eiderlor Dows, (419)2WI740 Management Insiat" (813) 787-8283 SubCabgW. Swinging E;dedor Dow Assemblies Colatollance, Method; CwWoMIon Mark or Listing win FAL9 Product Model. Number or Nestle Product Descriodon Q"R,A-- Contract Exaltation Do% AtUrroved 1, for Use A,,,,,d far Us, HVHZ Otid,HVHZ Impact Wall, Rktt P- 5 9, &quot;SmooIhStar&quot; and &quW;8wwhmsrk by WS and 510 Opaque and GW=W FIberoasts DwwM 12131=i NO yes No WA Therme-Thulliquot; and Whims Skldfte& InswilIng and Outswing Search Criteria Code version: 2014 Fl. C. 16226.5 APPIcadoo TyW. ALL Product ManubcWw ALL cmqwr. ALL subcategory: ALL APPM.d- Stsfix.' ALL C—plum- Method: ALL Quality Assummos, Endly, Coldract Expired: ALL Product Model, Number or N—: ALL Product Dereculptl : ALL Approved for use In hVrq-- ALL Approved for outelell, HVHZ ALL Impact Assistant ALL Design Press ALL Data Frourc ALL DAW TO: ALL Florida Department of Business & Professional Regulation Palo ' "' Budding Codes and Standards 7rAM15 Product Approval Application Detail Summin Criesda Cod. Version: 2D14 R.* 15=2 Application Type: ALL Product WAnufacb~, ALL category ALI Subcategory: ALL Appecattlan sastat. ALL Compliance Method: ALL Quality Assurance Entity Cn"a E.W.C. AL Product Model. Number or N— ALL Product D..."mr, AL Approved far — lo HVHZ: ALL Approved W � outside, HVNY- ALL Impact Resistant, ALL Design P unt: ALL Dab Frori ALL Dab, To: ALL Burden criteria Cod. Version: 20 "4 19- It: 15270.37 Appk.d- Type: ALL Produot Mmubst.—. ALL C.bgw AL Subcategory: ALL ApPlIcation SUAM- ALL Compliance Method: ALL Quality A"u— Entity Coorbw Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for uss, In HVW-- ALL App— fortessourtaidillit/lIZ.- ALL hoped Resistant ALL D.Ign=—: ALL Owes F— ALL Dab To: ALL Florida Department of Business kProlegultional Regulation P.PI&I Building Codes and Standards Product Approval Application Debit ral Entity 299 Daft Data Pndh, JIM nm version Manufacturer contact E-ImetrILL-kamm validated 81 YANUM RubMiad FSIC A,—] Amemod Revision 2014 MI Y&d— end D— Stand Siffing. L.A. Roberto L—. Suivern W Udh PE 0613=016 061=015 0710MOIS ding F8C App Cast": Wridows (7m 36saam Pr-M14 (717) 932-M SuIeCtriegovir. Single King; bafliki".1wtLcom compliance Method,. Evaluation Report from a Florid. Rlighusted Archbald we Licensed Florida Professional Engineer 0,,WA— Ager—rid for Use A—rd far Use IMRW D"Imn Ing umber"Ithow, Product Description Contract EWkSUM Dab In NVHZ Outside HVNZ R.WWK P- 4 95 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 40114 12*112015 NO yes No WA A11121ildgula Code varralter 2014 I'L 15217.4 Application Type: ALL Pr�ludtMnub�Ww, ALL Catellaw ALL SUDCaugaIy, ALL Applicattion Seattle: ALL Compil... Method: ALL Quality Assurance Endly Contrut Expiret. ALL Product Model. Number or Nestle: ALL Product lit"cripill : ALL Approved for use In HVNL' ALL Appow, for bass outside HVHF-- ALL Impact Remistant ALL Design =U.: ALL Date Floor: ALL Data To: ALL search Criteria Code theater: ZD`14 FL P. 15217.9 Application 1�ma: ALL Product Mimulacti— ALL Crisham AL Subcategory: ALL Appftadon Stto. AL compliance Method: ALL Quality Aussurstrics, Enter Contract Expired: ALL Product Model, Number or Name: ALL Product Descripli : ALL Approved far use In HVH7-- ALL App, .. d for oulted. HVHZ: ALL Impact Reallsitsed, ALL D"lim Press ALL Data F— ALL Dab T. ALL Florida Department of Business & Professional Regulation Pass 10 1 Building Codes and Standards 7=015 Product Approval Application Detail Entity or DM 21% pat. plemares 21M M111111 V-1- License AuthadW FOC A—[ Ami Revision 2014 7IMmwTw Corporation FIJk Wright National A & Ry. J. Iring, P.E. 02MMIS 02IM015 031=00 Approved Cals": Exterior Come, (419) 298-1740 Management Institute (813) 787-8283 SubC@Uow. Swinging Exterior Dow Assemblies Compliance Method: Cartifflasion Mark or Using Ought Asseemmus Acromwed fier Use Awroved for Use Walla thelon AMA Product Model, Number or Harris Product Description Contract E-Iration best In HVHZ Outside HVHZ Bub= P—, 6 t &qUoUkemitun Sarleallicluot;, &quot;CWWMCUM SS and M Opaque and GkW Sued Doorwith 1213112021 NO Y" No WA Sed.&W.4; and by Thermse-Trulliqual; Transoms. Van and without SldeRft. inswing Wall with Tm— OUWAV 220 2111t 291 Date Passage 20 version Manufacturer contm Ermines & Licamet VaUdaftd By VANdRited Submitted F9C, Approval Approved am R.Welim 2014 Therma-Tru Corporation Rick V*W National Accreditation & Ryan J. long, P.E. 060=15 W312015 071=015 Approved Category. Exterior Dows (419) 208-1740 Management Insdituts (813) 787-82M SubCstarw. Swinging Exterior Do"Assemblies dolaralinvbIdg—radhints. Compliance Milloodt Certification Mat or Ustfing own at" Product Model. 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ALL Florida Department of Business & Professional Regulation Page 1012 Building Codes and Standards M2=015 Product Approval Application Detail ralft ands, or gas 20 Dab Perot, 20 LM2 version EdEmd IFFIC An —I A-,,,d Boa Revision 2014 Therrmai Corporation RickWOO Lyndon F. Schrrildl, P.E. Ryan J. King. P.E. 0Z1D2Wi6 01rW120116 021mols 0411512016 Approved Category: EAftdW DOWS (419)296-17410 PE-43409 (813)787-8253 SubCaertiorr. Swingheg Extedor OwAs"entilles ridavidinfilidgoonsuftnts. Compliance Method: Evdwdm Report from a Florld. Registered Aroduld Licensed Florlda Professional Engswer fta III —bar ar Name Product Description A-,vd for Use Ap,,,d 1. NVHZ outside far Use HVHZ lowect pastas Resident P—, I & &quot'.FIb*,-CI=dc&quot: or 116quotSmoth-Shadquat; 6&#M,,8 &quotlion4mirecautuot; Opaque Fiberglass 17AItzota Yes yas No WA Dow with &hUrp; without Sk*M.(.) - Outlawing (X. 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PA 1.2 F7 ___F_ 1 11 il, 1 71 F , i FIL IF L Al 11 1 Florida Department of Business & Professional Regulation Pop 1 of 1 Building Codes and Standards 712OWS Product Approval Application Detail raft Enw 2"It Date Pondlino LU version MwLffmctum contact E,,Innr&LIC VOIMabd By validated submitted FOC Apasidnall Approved Iwo Affirmation 2014 Scroll Rooling I MonlerLdefill Jornmett Thomas ICC Evaluation Service, LLC Gary W. VMW o5ramis 051 051 Approved CMsgW Rooting (WZ) 5164M (205) SI SubCM090W. Roofing Take BoralRoofingirtaAQualitr Compliance Method: Evaluation ROW from a an —Loom Product Evaluation Entry Quallb, Asouramas A -mod for Use A .. W for Use Willarit no" ftj Product No". Number or Name Product D—rlWn In HM Outside KM fk"tmt p� 28 Vid. III Medium Proffie - Slockhm U/31120118 No You WA I sftfchcrbda Code Version: 2D14 Fl. V. 7849 AppftW-TVW. ALL Product W..Uktl—. ALL careft-M AL SUbM%QW. ALL Application Status' ALL Compliance Method: ALL Qualfty Assurance Entity Conduct Expired: ALL PmduaMWPLNu""r�N�. ALL Product Diawlipt! : ALL Approved for use In HVHM ALL App—.dfbl—.ftW.HVHL' ALL Impact R�Wtmft ALL Design P um: ALL Daft Front; ALL D.M To: ALL Florida Department of Business & Professional Regulation or 1 Building Codes and ftridards Product Approval Application Deliall liksarch Claude Cod. Version: 2014 FIL IF: 784918 Application Typs, ALL Product LianukctL�. ALL C&ftw ALL Subcaksgorr. ALL Application Statuds: ALL Compliance Method: ALL Quwny Asses— Early Contract Expired: ALL Product Leads], Number or Monte: ALL Product D"Quipti : ALL Appro"d for — In NVNL- ALL Approv for — curbild. HVKL- =.: ALL Impact Resistant: ALL Design ALL Do% From: ALL Dole To: ALL Florida Department of Business & Professional Regulation Pop I V I Building Codes and Standards 7r2I Product Approval Application Dirtall Search C,16,da Code Version: 2014 FL 0; 12058.1 Appliked-TYW. ALL Product V�ufcb� ALL Category, ALL SubcologI ALL Application Watbac ALL Coolsplikeds Method: ALL OudWA-- Easily Contract Expired: ALL Product 11400141, Number or Name. ALL Productig~l - ALL Approved for — 1. HVNZ. ALL App— forramoulaid.HVI =.: ALL aspect fismiarbeart: ALL Design ALL Dab From: ALL Data To: ALL Florida Deparbrient of Business & Professional Regulation Building Codes and Standards Product Approval Application Dartall Pa"I&I 7r2QW5 ral Entity or 20 20 Date pmwina no LIM version mmufacwmr contact Emlnnr&Lk� vididabut OV VAlklated Submitted FBC Asseroval Awmv*d Affironallon 2014 Boml Rordfing I M�ft4MIG Jornmeatrhorross ICC rEvaluation Service. LLC Gary W. VYWW 011121 0WINI OYM015 Approved CONOW. 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II ALL Impact R"Isherc ALL Design Pressure: ALL Data F— ALL Dab To: ALL Florida Department of Business & Professional Regulation page 1 *11 Building Codes and Standards 7rAMIa Product Approval Application DOW &d1tv 11fith 299 O&W Pondift 2111 vottim Lt� Submitted FOG Admorml Armoured Ewa Rovislort 2014 Global Protection Products, LLC. Tim Robinson Walter A. TRIN Jr., P.E. Joan W. Knozovich, PE OSVM15 0412402015 OWlIJ2015 00=015 Approved CaMpory: Shu m (954) SM7545 PE44187 (964) 772-6224 subcategory. Stom Peru" U.Joblooddellippose-com Compliance Method: evaluation Report from a Florida Rognstorad hosted w a Likereed Florida Professional Engamar Product =bar cxr Name Prod-t Dftcdd,, QNRVA� A,,-Nd for Use A�d for LIM k�t pm. Contrad Expindon Dab in NVHZ outside HVKZ Assistant p�ft 1 20 Gag. stow slorm PasucNI Corrugated GWmb*d SWel Storm Panels retained 1=31/2015 Yes Yes Yes WA or not by books to provide hurricane protection. 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ALL Application Subs: ALL Compliarcusidedtod: ALL Quality Assumuntoo, Entft Contract Expired, ALL Product Model, Number or Name: ALL Product Descripums: ALL Approved far — In NVHL- ALL Approved for case ourtaide, WNZ ALL Impact Realaturric ALL Design is"I ALL Data I—; ALL Dab To: ALL Florida Department of Business & Professional Regulation P"I Building Codes and Standards 12=1 5 Product Approval Application Dabil 291111, 2111111 no Date Pending 20 im version License ValklMd IN SubodUed FOC Agunwal Approved awn Floods. 2014 Global Production Products, LLC. Tim Robinson WafterA. TIM Jn. P.E. John W. Knozovich, PE 050612015 04/242015 05/11,2015 oea=15 Approved C.1wi;oI shruths. (954) 8811,76,15 Pi (964) 772-6224 stom, Panels Cornpawn. Method: Evoksafion Report ft. A Plorlds Registered Ahftd or a Licensed Florldre Proft"onall Engineer --- ---------- QuaffivAusearance A--,d for U, Audented for Use IM2Ut Design Product Model. 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PE 04127*015 041 05MMOIS 0I Approved etwoory.*,�ftftm (964) 61119-7545 PE-44197 (951 SubCat@gI Fabric Storm Panel fint.robirsonagpixemoorn Compliance Method: Evaluation Report from a Florida Registered Architect or a Liconsed Fladds prolessional Engineer Account! for U, Ammovocl to, U, lardeact Dession, Product Model, Nmbr or� Name Pdolkaft D—rlWn Contract Ealrgft Dab In HVIC Oularlde HVNZ Restated pressure I GPP FABRIC SHUTrER-SERIES 2000 Cooled Polyethylene Fabric Panels retained by books, i2t3i/2015 No You Yes WA or direct mourated to provide bufficam protection. Cade version: 2D14 FIL It 15M.1 Application Typo: ALL Product Me.uh.W.�. ALL C-ft9wy. ALL Subcatagory: ALL Application Staturs, ALL Compliance Method: ALL Quality Assurance Entility, Contract Expired: ALL Product: Model, Number or Name, ALL Product Description: ALL Approved for use In HVHZ-. ALL Approved for uss, outside KVKZ; ALL Impact Resistant. ALL Design P—u- ALL Dab I—: ALL DO. 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Ronled, PE 0=5=5 034=15 031=015 Approved Review 2014 1 Bul"M Components Group ft. Stuart 1.0.19 ICC Evaluation Service, LLC VAISM M. Ranier, PE 0312112015 U20*015 OW2912015 Approved Revision 2014 Walk, Industries, Inc David VOW ICC Evaluation Service, LLC ICC Evaluation Service, 05130120115 00/11,2015 07#W015 Approved Review 2014 Walk, Industries, Ino, David Wert Evoluslon Service, LLC I, cabegury, Structural Components SublCIANII Truss Plashur (800) 7ssI (4n68l.i9I7 devie"knonov.dom Category'. Structural Gornporwards Saaccusegarry Truse Mat" (ODD) 765-Ml (407) 881-1917 slawlsillai�p1dell-com Catagorr. Structural Components Subcategory. Truss Pon" (314)851-7480 LLC. 0--hp-li.com (205) SWWW Category., Structural Components sulocartagow Truss Firms; (314) 851-7480 L dwrouilmli.com Compliance NW�&. 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ALL Daft TO: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop I of I Ir2mis 92111 Eirdthr Rik go Data Pandba, DO mn Version fildrudlectursor contact Snakmr&Lk� validated Or Validated Submitted FW Aporoval Atormoved Rowse. 2014 Bola Engineered WWI Products Robed Taylor ICC Evaluation SMIM, LLC APA - The Ergamoned 0&2712015 05108=15 0615 Approved Cologroxy: Structural Components (541) 826-0200 Vftd Association SubCalsocary: Engineered Lumber MbWWM*b�MM (253)620-7467 Couningence Meant Evarksomon Report ft= a product Ewilualion Eaffly O-W, Asau-nda 622mndbLus aRRmnualm ill= 2aft ku Number ar UM Immid2oloom Contract E=bWAM Deb in HVNZ 9WINL= B&IIWO I V Larnmaled Vormur Lumber 01101/2035 No Yes WA WA search crjbwm Cod. Version: 2014 Fl- ISI Application Type: ALL Product Manufacturer ALL CSMOW. 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