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HomeMy WebLinkAbout3186 Moulden Hollow DrE-1 �old FE] El0 F71 D. 0 1 OF] DOD ❑ [:11❑ ❑ E:] ❑ 1E][A_ - — — — — — — 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 PA1.2 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF BoDoor Sh Bookshelf Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Clg. Ceiling CJ Control Joint Col. Column Comm. Community Comp. Compressor C.T. Ceramic Tile D. Dryer DB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Fir. Finished Floor F.G. Deed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Foot/ Feet Ftg. Footing FIX Fixed Galy, Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header HB Height HHose Bibb Int. Interior KlWall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft, LL Lintel Length LT. Laundry Tub Mas. Mason Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt, Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit, HI. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Red. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round RIS Rod and ShelfBk SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine TB Towel Bar Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window TYp. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted OtherwiseEa. V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With WIC Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof REVISIONS ALL WORK SHAI.I,. COMPLY WITH PREVAILING CODES FLORIDA OUILDiNG CODE, NATIONAL El.I:O'r ZE- hYR AND THE CI'1"�r' O� ;���'� I�HII,L.S ORDINANCES REVIEW OAS' cI'i°Y' OF ZEP`6 08-20-15 1.00 NEW BASE PLAN sm 12-8-15 2.00 FRAME -WALK REVISIONS MEAN ROOF 15 FT. HIGH,TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C4 Z o ID Z Z Q (D Z N era (D(13 4-1 w �U — Of 0 V)w � 0 l%i i? o U Al M w r E ®� co c' m M 12aN Ooo 0) 0 iu r�co ° �I Y CC ao Lo O V W Q O N,C•B -D -C a o V V+q� N m N ZW. �.• e MOZLL= LLtr :C . � CID .° .Nip �/��/jj •; m S''•• o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 O ro > rh O QU,) 170Ln O Q LJ L aI— � V Q ,--I 00 Z Q E zfa WJ lk0 d- �z ;o W� Zga �z08o U CZZ J W LU 0 ��o $o I o , L_ LV Z O a" > Zz Z L / �+ L a Y / LU F O O w T �a J 0OU (V gao¢ Q Z w a�o J LLn W Q w Z a $¢ a Q Z k "o Z a a co_g 0 z ,—t a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. CS H.B. A + S3 TYP @ 1 STORY 25-SH EGRESS. AC PAD I O r FIBERGLASS o� it ' � p IBERGLAS SURROUND N 15'-04" �" UR� $VN 10,4„ ," t 10'-5" ao 2 s Q a CF ~ 1 T 60"x36" i _ m aiw A I I TILE I I SHOWER I, ;n� _TL N� w OWNER'S _ C � �o w� BEDROOM 3 BEDROOM 2 r,N SUITE r 00 I Ey 8'-0" CLG. 8'-0" CLG. r 8'-0" CLG. `V j CARPET I CARPET CARPET 3'- i' I 8'-0" 2'4' 4'-2" 3r_ " 8'_04„ , - (4) 2x4 #2 SYP STUDS W. I .C. A 2668 2668 S3 F S3 It I W/ USP HTT4 @ BASE 11 I AHU 8 -0 CLG. 1 2 4068 B.F. I 4068 B.F. TYP @ 1 STORY TYP @ 1 STORY "' CARPET1 I =a w 166 — R&S _---- ---------- 5'-8 o 0" 4'-0"I R&S N R&S �nic � N R&S T —_ {- —_ —_ —_ —_ 20E 8 , � HT AT 74" ! ' C71 I (4) 2x4 #2 SYP STUDS FOYE R TILE M 1 16'-2" I in 8'-62" i2b '-104" W/ USP HTT4 @ BA 6E8" 9'-6" CLG. O I ( 3068 I I 6-1 CV (o CAFE 1 S3 c CIDo0 � C VAULT. CLG! I CARPET i ----- _ — o �'- I LO PATIO I I I I I" D.W. I I BUILDER TO PROVIDE _ T APPLIANCE G.. a I N CC I L — — ( W.H. PROTECTION WHEN F----------- S3 D "x20" q 4'-0" I ( 1 o I I I o _ I Z-6" O1. REQUIRED PER FBC I i I I SQ. I S3 I I PILASTER W/ ($4) M 2:12 SLOPE CEILING I I I I m 11ElY O ��a V ink I i I GRVERTICALS. UT 30 LD. ENTRY (SEE ELEV. FOR 1 K I I I z I I 1 oo C a I 1 1 r" HEIGHT). 4x4 P.T. l I I 8 -0 CLG. #2 SYP WD. POST 1'-4 }11 I I TO SIT DIRECTLY I l m K S3 IN CENTER W/ 1 I I I I USP PA44 fTYP OF TWO)) (V-6 CL N I L =�J .... 2�16�� 1 20'-0' 2' 2" °O I 1 M AN RY �� W = EDGE OF SLAB 2" III III III BEYOND WALL m=O O -------- COD ZD OPT. REF. _ N CO T 6uj " o0 T O M16'5DEEP DRYER VENT 2 CAR GARAGE THRU WALL r / FAMILY R M HANSON BOX 8'-0" CLG. I I I I I I I — -- — �_8" 15'.0 " �� @ 36" A.F.F. 20'-04,I All, I CARPET ivOF iv m 1 I I I z r'w L 286 TI_E 2968 / I ii C) ----------- 1 4 // i <V A S3 TYP @ 1 STORY L HE HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 '1A LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20 X 38 1 18 J X 37 4 S.H. 14 20X501 18JX50 S.H. 15 20X63 181X621 S.H. 16 20X72 18JX71i S.H. J 32 271/4 X 26 26 X 25 J S.H. J 33 271/4 X 38 i NIA S.H. J 34 27 J X 50 1 N/A S.H. J 33 N/A 26 x 37 1 S.H. J 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 621/2 S.H. J36 271X72 26X711/2 S.H. 22 37 J X 26 36 J X 251/2 S.H. 23 37 J X 38 } 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 X 621/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 1 S.H. 33 54 X 38 J 52 J X 37 j S.H. 34 54 X 50 1 52 IX 50 S.H. 35 54 X 63 52 JX 62 # S.H. 36 54 X 72 52 JX 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +25.6 / -27.8 B +25.6 / -34.3 +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 O +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "131" 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) z o CD Q 0- z QC� � vs ;--i L.0 *M 0 OLJJ E V) = 0 o 0 i� LU h O M M M M ai Rol U O O 0 L LLM N U W O Co Y t0 O Q0 rnQo N•C,B1D•C ® N a*s� gyp- ,may ..gypCN � rn °v N co C • " cu- og •�, �v N 41 O E 0, LL G ys� W C ° 1111111 N �1116 0 OO O U (j 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. 1t O O(V z 0.4in 7 (n M O M Q-gyp Ln WON "LLB Q F— rL . � U Q� Q r0 z WJ C:) d- =Z �o za E¢ I;zao ZUZ< �o�z z CC 0 J 8��� Q_ zz >8 II= O �z z� a O 5 N Lr) LL rl 0 J U T— `fd z OR z O¢0¢ N ZWa� ¢a< a �t�Q z a E U-1 J LP) r-i LL! Q di R ¢ al B OZ 8 LU 00 00 to z Z ¢ujz = �Z z � w �0 aZ a- �uj O SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 1.0 i- I -.. is d-,- r -1- 61:.. lla. ,�.-.n...j..V J1 .. ,L; , .i „ _r.-_I,. .. :, ,,, ". ;.... ,. _. a. i .:L:. nikdiu..1._.i,G.1:4Y.61uaR4a,;ul I O Oo BATH 2 KITCHEN ISLAND 4�_f1" W-54n OWNER'S BATHROOM 5-4- 01tO r e O i^M <O o� O CV 0 OPT. REF. O in KITCHEN s co W_5 " 4 co LJ HOOD O CV r 0 0 0 T N RANGE KITCHEN INTERIOR ELEVATIONS. 0!pm Z o — o Z Q U) Z ^LI) W v3 .�J ua U - O W 0 to 0 `� c6 rr� OJ m " N M W — C'CUCl) N 'a t`M O ocv c� Rig a) L LL .00 '5 . co Y LO in 0 O Q 0) CL Q O A ' N�C•B •D•C OWN M�'� ems•. ue 'pj�� • L �, .� a44. = :a • arc Sy '` �e N �• ,�'� 114 � L-0 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 (1) r-, F-4 4-' p H M O M a v' -0 rLz'o N a .-. z F< L- � '� 00 U a00 Q Z J � W W� za �a i- ¢�� �QWO �UzZ Lu L LLJ ON O > � zz Z DC Ln 0 Qu i r1 zd O U = z �� o� o < L! � N �O¢ �za � o Z z W o �Oz ¢..8 J r4 W Q zu 2a 1,0 Q Z Z �~� d�z o Z W z Jo g SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 2.0 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5L,7::2 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------ 1" x TEXTURED HEAD/BAND --- ------------------------------- ❑ ❑ ❑ ❑ ❑ ❑ ❑ Fp] 7E:1 TW3V 3aalA'81' 12 5� T.O.M. HDR HGT. ---------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED c CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 12 TM3V 300IF11' 12 12 Z::�5 -------------------------------------------------- -- 0 5D 21-011 FRONT ELEVATION - B1 RIGHT ELEVATION - B1_ 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 at 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 barter (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 of the space to be ventiated.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 comioe vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREAL FT. (Sq. Ft Soffit Needed) x 7 = (Sq. in. Needed) / 72 - Amount of O'Hagin Vents Needed • LOMANCO DECK/MR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. in. Needed) / 9 = Lines Ft of Deck -Air Needed) • allAGIN (file Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT Formula. (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of o'Hagin vents Needed T 0 "' Z o z� Q J Z Z Q) v) -I--) Li � p U — LLJ O Cc E V) V1 = in o 0 ca t- C) in" art W H Epp U M c co cq O N C O p wLL� C) a) �Y U)Qo LL7 0V <C rn rnQ o N-C-B-D-C ' XAIKI tit*v T. LC%J coak 0) C LL19 0, J5C LL •Y ui errs, ,"f/41111 `'e o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 CV O.2N 1,0 r> CIO M Q U-) 170 Ln a A .L Q Ln � LL Q n OC V CL 00 a ,.., z 3: E M WJ C:) C1' J 0 W� za z� �F CJ) Qua 1�z,00 Z D�U Z O U _ F— Dzz 0,CL Q ��o w �-N i W J ouO z `� / w 7o z J Tl V„ I z L J 0 z N L 4� 0 Z w U = a I_ o� o z �Y� � 0 LL 0 LL �z¢ Q o Z o Z LUditQ- Lu L Lu - di �j ` Q � z o � w U W F Z C� Z M W zZ j 0 —+ _ z ¢ ui r-1 r-I d V) SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN 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[,,--' —€XT'E-NBE-0----- OVERHANG TO BE CENTERED ON DOOR ---------- L-------------------------------- T03V 300139'4 12 5L,,--' 12 �5 T.O.M. ZC_------- HDRHGJ. ---------------------------- F.FL. TM3V 300ISl'81' °Q ( zo co REAR ELEVAT ION - B1 SCALE: 1 /4"=V-0" LEFT ELEVATION - 131 1 /4"=1' 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 Wate r-Res isithre Barrters. 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. . OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. *` (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 72 - Amount of O'Hagin Vents Needed • 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 Need) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) 18625 = Amount of O' e& Vents Needed Z o — o 00 Q J a U) z N 0 Q) N 4_J w U — w 013 ~ l%i N o 0 U aMM W H — 8 C Co CO ` O N L.2, Ua) Y Wao L O O Qrn rnQo A1 B N,C..-,B.�D.0 71) ro N• `- �1 o/ M n 092, . dY .'-.•` LL• � 1i�tlltll0V ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O a� n F—I 4-J C:) L> -cU-)MO M _ z 0Q II. ^ fu Q1 U LL 00 Z 3ifu LU o W -� d' W za z� f N Z C�0 0 U _zz 22:W Q W Fo i J W oN� ;S % W £z z Icy-0 5 a3 1r) '^ �/ •� F z o O = < QJ LU aQ cc W d W Q W cc' �o�S a OQ 4 G � CQ7�gWgg� Q Z ' ` OLL —J ri 1 lJj Q G Z o z u L ¢uJz 00 z �z o z g = z ¢UJ n r—I a. t l SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO, 3.2 1" 211 *NOTE: VARIES 1'-10" 121 1" RADIUS T C9 N FOAM TO BE USED ONLY WHEN 31/2" RADIUS 1/2" RADIUS REQUIRED BY COMMUNITY ^ Y^ 3/4" RADIUS 4 1' " iv 00 s fC SPECS. IF NOT, DETAIL TO BE I �,'I 1" 2" OPENING VARIES 2" " N 1/2" RADIUS — N BUILT W/ STUCCO. 1" 4" VARIES Aa ` 1" EDGE OF OPENING _ r VARIES 0 ih 01 N „ VARIES 4" a' 2„ —� 1 1/2" RADIUS 12" VARIES 4-4 e VARIES 12,1 MCV 111 � ,11 �2 11 z 111 2 1/2" IRADIUS T AN 3" 2� 111 1" ZO 1" 111 r $11 q T �11 Y" 4 11 pll -O BASE 4 / *NOTE: VARIES 8" 2" 4" 3„ co FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, ill DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" _ �N 1'-6" 1" 1'�" 1,1 %D .- 12" EDGE OF OPENING • T O 1 N 2�11 • '. 4" 10" 21" _An 10" 6" N 1-1/2" THICK 1-1/2" THICK I to C = r 7 ]3- i e 111 2" A 11. 1 4 6" 211 f MW W W � M� 1-1/2" THICK .11 2111 _ 2'.4" 1 51" 1, A11 3" 4 =_ 1 1 ' 1111 Rzo T c ,,, L k Ed W VARIES VARIES Q c�' > I ' • 0"M Y O 321, A 1 �Ri NOTE: INSTALL OVER STONE, TYP. r------- -- N I N 00 = i e ^ 41" g" 411 N _ ]�6 io [;"y4j- • • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES r 2 I � KEYSTONE F11 0 � OPTIONAL VARIES • • • • ^„11 NOTE: 4" GARAGE DR. OPENING 4" 3 • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH Lin1'-6t 'r, iz' 2" • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 3'-8" 11, 4" 31-0" 411 - r 101, V-4" 101, 00 N KEYSTONE F11 OPTIONAL O0 n N 111 A1,. Q11 �7 4 1" o r _ e T 4" WINDOW OPENING 4" 2'-111 53" 4" /" 4 ¢, M M T GENERAL NOTES: 701, 1" • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH' 0 1'7111 in 111 �• , , � Rip IN 0 U') Z o — o Z J CL z Q) U-) w U — Ow 0� �- 0 CO ce) i� t!i o 0 U Lij a fM M G M H — o N-DfCi -Do2)N U win M: N C LL CO i I � I, 9I N E�1 11 p o� QOo) rn¢o N, C, H,D•C �vr. /T1 I ® v (p N Ln N Y �/� o r v rn (V rI 00N p O C C�'D - O iV m rn LL Z cc:pp r-�NMo Oa Wa N 91 V u W Z ai m � 508� � E�� RL3y.o oho m m W NaCO -' o OO 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) ON Z O (1) n W > U/ O M aL z a cn•�� Ln Q LL r1l U a E00 z § WJ CD d' W� z a z �F z �iZo0 U t Z Q gFw IL, 00 L1J QQ co W o s_ 0 oZ Z o U zz o V LU og o N: W 0&985 N A 1 ` aOE W 2 J aW Q j Q}� .�� Z Z w In aZO ��� J I LI.I �Zo 00 5" Z LUa� ��z k �j a � m Orn ^ QZ J = ¢z *-1 a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA1 200 AMP MAIN O 200 amp 150 amp )pper to ipft a outlets peer to 20 amp cite copper to WH copper to Dryer or 4/0 SER Alu POWER CO. FEEDS j INTERSYSTEM �'(JII 4 Bare Ground BONDING #4 GROUNDINNG WIRE TERMINATION PER Y WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) 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 outlasts shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqF DUPLEX OUTLET ABOVE COUNTER �I@W P WEATHERPROOF DUPLEX OUTLET O F I GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH 61, THREE-WAY SWITCH ?4 FOUR-WAY SWITCH JR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN i I CLr-U I KIG{iL rANtL � I 1111111177771771111111111111111111 Qr EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VERIFY METER CH CHIMES (OPTIONAL) LOCATION WITH BUILDER PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR O SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT ENTRY MAIN FLOOR ELECTRICAL PLAN_ SCALE: ,"_„o. C9LO r Z Z Q time Z nLn W N '11—J W U — W O G ~ 0 ru YZ~- U _o 0 m � (DM LU H p — c n1 cco t` :S coN O U U� _O L LL CD Co CO Y JC L Lo O q- Q rn 0 o A' B D. N-C-E -D,C f o co co coN o02 �? O . Z Fron ioc�wMno CS ZW LLa. EL.aZo. seat W ¢ U a-L W Z .�u,�5 ID a OE LLd WaZ a N CO ! O U F— 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 a) N L� :� o r>-+HMO M Q(n�Ln � .L V- Q N � Il aC U a. 00 Z F- Q ..i Z J W JR W� Za E¢ z ¢ ad K LuZo Q Z Z J Q W.0� qua V LUo L Z� ZO 2' Fl V! ,--I U Z 2:Z Z w N L0 w p U = O J LL- o� ¢Fo o f 1 �� N ` Q Lu � llJ 0 J W ¢ Q j Z =o W Lr) W 0 ¢=�02D "o J r..t 0 Q Z Lu 90 :) W O Zo g = ¢Z SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 4.0 VENTED SOFFIT 55 SQ. FT. ZONE-1 _125 SLOPE ATTIC S PAC E 2002 SQ. FT. VENTED SOFFIT 46 SQ. FT. RIDGE : : .:. : : :. O • • t 0 N VA T `b .. .. /7!5:12 !SLOP! RIDGE 4'-0'RIDGE VENT 1 1 RIDGE n 1 0000000/0'�t II I II • II II I • I 1 I L. J_ J rn : VENTED SOFFIT 48 SQ. FT. ............................. ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 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 SQ. SO. FT. SQ. IN. of Upper � pPe SQ. IN. of of vented IN. ofSQ. of ventilation to 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 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (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. .7-7.7.7.7;.".11 VENTED SOFFIT VENTED SOFFIT 26 SQ. FT. ROOF PLAN SCALE: Y4"=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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice 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. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft Soffft Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Rocl) - 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Cheer 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 0!� zo IDz (0 GZJP z aC ID J rL v) z V) Q) C 4 -J w � o O w � ~ o to 00 cn r U w I.— Ep U m M kh c m r, T 'Q MN 00 Qj Um tLL00 (0ao tvy Q rn 0 O� a) < A1 N�C•B �D •C if s ®®° ro N �a o O O N 'r 7 °o t9P '-Z •.r. O , :4 W 44 "i 2 N in O,w = � Q 0 fw V COm ,, LLW a 0, _ 04 Q o N () D 0 ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N 0 q l0 i>-i � MO M Q U) z ♦1 Ln V) Q U_ CL M (Y.V cu Q- 00 Q z U.J W d' OQ G za Z � EF Q �Zr;O 99WO UZ p z z W E 8 no ISUVII Z Z }U Al VJ � Z Ln N O 0 J V = _l O I- U_ p Foz o �99 >r O ��ma rj W z� Q r g Z Z J T °u-2 a F�F I� o T-4 I Q Z Z lozu Q W F 00 Z =�z �Z o I� g Li : < O ain z Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 5.0 C c I ,'! -0" A H.Bt S3 TYP @ 1 STORY U.N.O. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W W co tZ CONTROL JOINT DETAIL SCALE: 1112"=1'-V ■ ■ ■ ■ ■ ■ .' .' ■ ■ ■ ■ I ■ ■. . . . . . . . . . . . ........ . %lam ..\ . ./ \\ — _ . « - . . • . . . . : . . . . . . . I \ `, it - _---i• : I _=====J t { I - #5 CONT REINF. SEE _ — — — — — I FND. FOR QUANTITY CP 2,-9„ 2'-8„ '-118"II ` } II I• ^ I O r -itI I #5 X 25" X 25" CORNER BAR ONE FOR EA. I It 1 ■ ' r II �I I 0i_0" I ; HORIZ. REBAR, TYP. r \ \ CDII tl} 4t�° :■ . , . • , •'�,; � .., U.N.O. HVAC CHASE \\ r II II N I .,�'.;:.�:,._.• 'r *. � BASED ON \ \ \ I I f ®— ®\t { .. ; ..':: ;.'• •,; ,• • • Alternate: ih LOCATION \ \ \ \ : : ; ' ' ;'.-.'— - / o The reinf. bars shall be I '-- (\ \II I I :`. cont. around comer by cold \ \\ t I c� r r. r. r. r. r m I \ \ .. ... 11 I 10'-10$" I — bending the bar w/ min. \ bar lap of 25". \ —1 TYP. CORNER BAR DTL. CJ .CJ N CJ — CJ I2'-6"x2-6"x1--0" M W/ (3) #5'S E.W. 17-58" I 36'-6$" 1 TYP @ 1 SCALE: 1 1/2"=V-0" ■ ; I — — :: • ; .... .... • :. ... ... STORY U.N.O. .. 011 �::..:::::::: 00 — — — — —j S3 S3 1 : M. 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" ■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR, I I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 PROVIDE Y2' x 9" iv G o0 a 4'-8" MIL VISQUEEN VAPOR BARRIER W/ (32-6 -S E. "RECESS FOR FRT. DOOR ii '° I 3-3-31/2" 16'-11$" if) L - - - - - - - - - --f8' I W/ (3) #5'S E.W. I -31/2" SLOPE. f r c O CD 4 II , . . .�.- - . . . - A A R Pq I CJ I III III '------------- PROVIDE 1 Y2' RECESS I D.W. III I t ■ `— — —4. FOR SGD. REFER TO I III III I ��"o I I I � - — �p �W.H.�/ K CC CC ■ : MASON'S SLOPE FOR I NSTEPS AS I i I I Irr II� I • • S3 S3 I S3 I o 2'-6" x 2'-6" x 1'-0" to REQUIRED I WIDTH I I I II L J " I r W! (3) #5'S E.W. PER FIELD I 1111 r �tllY I .. 7 -5 7'-1 ' 5'-8 0 CONDIIT QNS I I I ®J1� 4'-� II 20'-6' 6'-8" mil- V-4" I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I W/ (1) #5 REBAR VERT ABOVE SLAB I I — KITCHEN ISLAND I BUILDER TO PROVIDE TYP @ ALL PLACES SHOWN K HOOKED FTG. DOWELS 5" EMBED I LOW WALLS , • , • S3 APPLIANCE PROTECTION I S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 I 1 CHASE TO ' ' WHEN REQUIRED PER FBC ■ : I _ STEEL" — — _ — I I,— ISLAND p r; A 00 S3 '- LO TYP @ 1 STORY I U.N.O. I 1 �.0- l9--� F - —_— e+a . • 31/2" SLOPE I fOPT. i' I OPT. D L: II II I ■; I I L-J 20`-11 Z' — — — — 46t' 1 CV I ^ I ■. . . . .. . . . . . ...�. . .ii . . . . . . .. . �.. . . . . . .. . . . . . . . . . . . . ■ ■ ■ N A TYP @ 1 STORY S3 U.N.O. H.B.+ 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. V-211" FOUNDATION PLAN 0 Lou T Z o s O Z N Z <C J Cl- Cn ' I'J w U — m W O ~ 0 0) o 0 E— U co n N M W Ep ® U m w co TMCM 08 O ai s if ao I C) ice' 2 0 CL O Lf) O q. <C m rn¢ o ® co"� � r+ ZArW Cso ��.. P. 7 u- _ N - Hil "•.i Hill n, Q m aLL z 111Q°'_N N Q O U �o O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z0 0 0 i>+V)�0 M a�roLn Q C U- Q e-\ ` oCU MT"' Q � � z 3:c� LUJ COO 'd- s 0 �o Z' Za F z z o8 O J U CL �00 zzox Z. W�� " O U 8Wo L oz }o Qz S Z Lri z Q. L l) O N T LL z = 1 OUj O°o " I- x �w xoc� �Oa'ma t'V z5, <Q Z Z r IS " �aoro J Ln tJJ Q .. W z—¢ FoC Qzo8 a o ° ,-4 �O Z HLnz o Q W J of Z a SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO' 10 SHEET NO. 6.0 0 D .'.'.'. - - 1 1 ; 1 1 i m m • ' • N : . W oo W W n C- to CJ3 CJ5 D D • . .. .... r ::: T .� ::. D :::: D .'.'.'. 0 .'.. D D D • • E1 EJ7 EJ7 EJ7 J—JS (2 I EJ7VA O TYP. BM T COR I 95 EJ7VA D � 0(2) EJ7VA o. FG1vI 18 2x12 #2 SYP WD. BM. w/ 7/1 FLITCH PLATE. BOTT. OF B6 USP HD41 OF w/ (10)10d NAILS 3/16" TAPCONS TYP. BEAM T( EJ7V EJ7 EJ7V EJ7 EJ7V EJ7 ol EJ7V EJ7 i EJ7V EJ7 tall EJ7V CJ5V CJ3Vd Cil CJ5 yEJ7 CJ3 C- JJI w 0 I CJ1 lip A 0,(2) J VER B @ 7 -0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/718-10d H HTT4 3610 3105 5WANCH./1810dxl-1/2 HTT4 2715 5/8"ANCH.I2010dx1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2- HTT5 3225 5/8" ANCH.128)10dxl-i/2 HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 565 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" 0 HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1Od 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 P2 645 555 1 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/ 318" 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 te) B) t (A) (+) PLY I ORMY CARRIER 1-&8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 61 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). (B 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) 2A SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Ri 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS yy CA�RRR�EERR �A) i� 1 P2 INTERSECTIONS. SPLICING x CONT LEDGER—t TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-V 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: Y4rr=V-0" 0 0r Z co o _ Z C° Z Q J z c/i t9 N w C6 p U — O w V) IN F- oco a �V, ~ U )N U-1 H E — CD C ca M T -0 - O Oo N LL co O Ua) C Y U)Qo L) O ;r Q rn rnQ 6 N�C•BKD•C e B D® 1 ;-/�01•�iFJ 0 a .&7Nr�M1 eYi 0D �ii INNESS M,\\\\'�!)QIIa6i1Q LLZ W N ¢ M 6 CU U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z fV 0 % n C:) F> ro M Q U) 'gyp z a U) WON Ln z F--;Q. ` M U Q00 %.s Z (� WJ C=) d' 0, za z¢ Z a8, �48,0, � z z K J z oLo a �3 N LC) 1= OU -0 �---1 O 0 = 0W LL_ C¢f �Q! QO O � m a 0 rj WWLUz-'a Q O�O Z Z f ` ui f ¢ LL 0 w J --I I LL1 di O on 00 Q z ty r- H z 1,0 Z �� Cal o g ¢z U, �, SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 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" most or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" 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 veritc:al (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load Safe vertical loa Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE 8F8-1B/1T 8F8-0B/1T B/ APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY : Y00 8RF6-0B/1TO OOO 8RF14 16/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1131/17 8F44 1 BIT 8F40 1 B/1T 8RF40OB11T SF321B/1T ® © ® 8 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY s S2 w 8F 16- B/1 T < z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMIN HEIGHT MATERIALS T7fc_pr_e_ca0TnteIs = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3W 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 A616 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. O O O O 8F20-0B/1T 8F20-113/1T 8F20-1 B-2T BF24-1BAT T #SREBAR ATALTERNATE POWERS aD MIN. (1) REQ'D CLE RE 0 R STEEL LINTEL °a a ° M.U. #5 REBAR AT TOP e ° e MIN. (1) REQ'D ° d 1-1/2" CLEAR ° e a GROUT D J = Q 11 C.M.I -46 REBAR AT = —y I-ii _ 4 ° O BOTTOM OF w r!j Z W LINTEL CAVITY a W o co 1 \a -BOTTOM o ci Q o L REINFORCING < k'O � � "ACTUAL PROVIDED IN FO WIDTH LINTEL LL w d ^ 7d .i7 3 D 4 D REBAR AT E (VARIES) ai u7 WX a `✓ �, <° AS INDICATED . ° 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 manufactureds speciflcatlons for installation. 2. Contractor to provide proper protection of lintel to prevent nesting. Refer to manufacturer's specifications. 3. If lintel 1s 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 cementitiuos coating. See contractor specifications 4'-0" LL O V-10" LL O LINTEL PLAN SCALE: %4"=1'-0" 01120 zo Z Q J t2 Z C W .-.J LU U — O LJJ CLI E 0 to c%i o 0 1—' U m n. a)M w f- O U 0�� O O N Ot0 - LL 00 Ly Y Q 0 Lo CL < O A' N-C-B�D.0 n N ' co C�r Z'" pAl� J;ZZ co��.o�r z ' MN occ �0 d y;�dps.�g Q` O D 0 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N n F--i a--+ p ►>-+HMO M Q -fU Lr) f1 to L �' Q L_ U_ >- I— . M IY V (a ,-I 00 Q E �S t13 Z W �� d- �z za f ¢ ¢�� UZoa U ¢ UI _ z 2 0 J g W O L O r O VV//LL T-4 U �A/� 3a �3 cu 1 ) Z zF � � U _ a_LLJ Lj w J M F Z d m a cV f� J U, ¢¢� Z N.=Ito �Xo W Ln LL1 a a LU 0 Q a 00 1,0 a Z z W o o ¢wz a N o I� Z LU ¢ o W � Q.0 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM 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 CHE MICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308,4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 21NCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL) SURFACE ADJACENT TO THE GLASS EXTERIOR. 7• LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES, 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7• "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSSP DRAWINGS ARE TO BE D D SEALED BY A SHOP SIGNED AN FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE:150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2,1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2,1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 211 C-I-P CONCRETE NOT EXPOSED: 1 �" GROUT FILLED MASONRY: 1 yr 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN ft) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksl 4.3 4.4 4.5. 4.6. 4.7. 4.8. 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3. 4• THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Fm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. L P OR I AL PLYWOOD USED EXTERIOR F R APPLICATIONS S A STRUCTURAL SHEATHING 1 2" P 1 OR 7/16" STRUCTURAL 1 U.N.O. HALL BE AP RATED G 5/3 EX, 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 4.4. 6. N MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent si n which Identifies the termite atment provider and need for re -inspection andtreatment contract renewal shalltrebe provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least T-W away from the building side walls. 3. Inigatioll"Trinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 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. FRC R318,1.1- Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment, 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If ralnf II occurs before vapor retarder placement, retreatment is required 9. FRG R318.1.5 -�C mete overour lnd mortar along the foundation perimeter must be remov re exte r so treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14, FRG R318.6 After all work Is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE 1S ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 18" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. c�Lou zo -o z� <C I- Z U, Ul C/) Q) v) 4--J w 0 w D U - O � ~ 0 to r U mti w H E - U N C) rn m Cl) N O tM CN O Rig O O �u-co 00 Ua) � � Q Q O� Q CD to rnQ o A ' B D. N C BmD C 1 q 0!1® �+ - . N r �• oa _ C', rl! 4� . N ���' W 14N, CD C LL O a a u), F Q .� L z a 04 L .. W O �j° 3� O0 ❑ ❑ 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 C) 0 i> -iJ)MO M Q - Q U_ tY U a 00 z § E wo~ Uj JC:) d- MIA 0, W� za z ° o: �zr;0 U ��,�z� 2LL4 .6 w v! �F O �-. A� W W zz } o U f Z O z _N Ln Q J U = I=- = 0 o x N U) Wo Q � a�UjQ Z2 Z a LU Ln � w Q 6j XoZU Z ¢ o �� 00 T-q�z U sy,z o ^ z g = z ¢Lj SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. SN I CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 01 5'-0" STUB -OUT FOR O GAS METER - 0 0 0 tV _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-111 (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-U' (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w co ROOF DIAPHRAGM NAILING SCHEDULE RInGF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + +ZbD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , ,, + + + + +4 + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + CO + + + + + + + + + + + + + + ++ +++ ++++++++ + I 15/32" CDX PLYWOOD OR 7/16" OSB IDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 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: rFOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER, IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8"Two 5000s 1.8/1.7 wood panelel s 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 4. FILL CELL STD. 90" HOOK BOND BEAM W j STD. 90* CONT. #5 CONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST F_ BOND BEAM !/ BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIORIEXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock PLYWOOD FLOOR SEE PLAN FOR REQSHEATHING PER PLAN COLUMN AND CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 4 max. I Clinch nails when lk�e� possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4., Web Stiffener Fastener Schedule Joist Bearing Location Series Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d- BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d I 6-8d BCI60e 11-7/8" 2-8d I 3-8d 14" 2-8d I 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 2x :CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or - Hangers with side nailing. max. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of Joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING INTERIORa SQUASH BLOCKS AT INTERIOR Boise Joist Blocking transfer bea n wall P g 9 BEARING Vertical load transfer =1900 plf max along load bearing wall. Use 3" (1 Od) nails at 6" o.c. Load bearing walls Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack Plumbing over squash=20 blocks and beam below Load bearing wall must stack over require additional Non -stacking walls wall or beam below" blocking and wall or beam below.* consideration. Check /_f � Joist local building When joists meet over wall, provide r1 3/4" minimum bearing for each. I -Joist can be offset code for appropriate g details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 —/ NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --, DO NOT cut, notch or drill flanges j, Q"' Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o:c. for all joist j blocking panel *Non-sWcking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) to 6n A iY" ROUND HOLE MAY A 611611NOTCUT HOLES BE CUT ANYWHERE IN CANTILEVERIDO LARGER THAN 1Y' THE WEB, PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN %" � r � •^.� ��+ -� r �`" ' � �,$ ryas... a � �, �. f . � 'v� a. 3 g "r' � �' i^`� 2. s� � ' y �.y r�- �',. � '"�" 5�f � � �. - IIIIIIII NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED M MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE M 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. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET kit &) MUGT15 TYP. 5/8"e THRU BOLT LISP ' MUGT15 TYP. GIRDER TRUSS r- 2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION WIT lots]: W011 �II�II�II�IIi�11�1iA1�� �: ' Backer block (12" wide min.) I — — Nail with 10-10d nails. - — Install tight to top flange. SLEEVE THRU STEM e, SEE PLAN FOR °• • Joist hanger FOUNDATION INFO < a STEM FOUNDATION Filler block. GRADE REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top a n �E- mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap — Backer Block 'Top Mount' "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. rv%, t,nrnx 4 rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT11 IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS ' UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE e i- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q e d a e .'A \ • 0. •. • � e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Q d d aa. a ev G a d e v e . a —'� II— o _ a jd SEE FND. PLN. SIZE & REINF. on Ch T Z o — o Z n_ z U) V) (D a) a, 4-J w O w � N �� 1-` r_ In � U w i— E —R N 0)cc Cl f0 :S M O`o,, aj U_� Ly N R CM ac o 1 N.C•B -D-C �ii 01 N N���'iJ � m •� � i co pLLII�� Gr LL Iwo < =,^ SSIfl �o fQIi81a��'�, 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 > (,r) M O M aU�I' Ln ai 0 Ln Q - U_ CL i— . M oC V Q 00 a � Z 3 E W �to d- 0 �o z g.. �a I- ¢°d1 �o �� wWa ��zZ o� w C ��o m N �o Z Z A\ LU ,, o U Z Z Ln Q c G Ov � .1wwwwwwwwq ZZo = H 9- 0 9. OR OZ N � ZaoJ W 0 J Q z r..L a�wcc Z w w��0 a�o LLI o �¢F 00 Q Z z Q�z �Z m o z g LU a L0 2 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2.0 SHEET NO. SN 1 (1) ROW 2x BLOCKING @ MID — J 2x #2 O.C.SPFSTUDS HGT. FOR WALL HGT. :5 ROWS 2x BLOCKING @ 3rd8FITS(2) @16" O.0W/ (2) 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA, , X 31/4" TAPCONS @ 24" 0/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 • ° . ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD I ° I' TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH I I - `"�IJ I —I I II F (�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8�� Igr►•' METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 518" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O,C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ - 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ``' ELEV. 0'-0" (� T:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 2 WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° , 4. a ELEV. -0'-31/2" z z ° a TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-6". —INSULATION PER CHART ON FLOOR PLAN -{USP SPT22 CONNECTOR /23, P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH a °° 2x4 CONT. ° ° A.F.F. O _ ° ° ° < ° ° ° a _ ° ° '3112"(min.)- 4" _ o ° ° 31/2"(min.)- 4" ILL -�— _ ° ° �. ° , . a N °c — — — ° �. — oo - GARAGE DEPTH VARIES 31/2"(min. - 4" .. (2) #5 CONT.' �' ' ' 4" 1'-4" $" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MINSHEARWALL C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. SCREWS @ 7" O.C. 2x STUD �° SHEET LOAD BEARING OR CEILING & 8" 0 C WALLS 0 ems' �IV o'vN� SCALE: 3/4"=1'-0" l S3 (1) ROW 2x BLOCKING @ MID HGT. 6" KNOCK -OUT N -OUNT. EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BL CKING @ THIRD POINTS x STUDS @ 16" O/C r� NOTE:INSULATION FOR WALL HGT. s V-6". (2) 2x BLO KI PTS PER BLOCK6" C 1"x P.T. STUD ULATION PER CHART ON FLOOR PLANSEE SECTION C/S3 FOR ROWS rd FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT III #5 VERT. IN FILLED CELL /8 STUCCO FINISH PER ASTM C. 926 APPLY 3 " ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N f3RD AYERS W/ TOTAL THICKNESS 718" OVER 1/2"GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8 J BOLTS BOLT " "" " 5/8"° x 10""J" BOLT @ 24" 01C W/ 2"°X 3/16" ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO."I (IF NO UP LIFT ON x6 @ 24" O.C. VERT. OR PLATE WASHER TYPICAL LAYER 1/8" THICK. K.O. BLOCK 2x P.T. PLATE 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD W/ 7"EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c *USP SPT22 TYP. (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING � SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 T 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR a w END OF 2" x PLATE WWF OR FIBERMESH T , ARCHITECTURAL FINISH ASSUMED FINISHED .� c PER MANUF. #3 OR #4 REINFORCING BAR w 0 ° ° 1x2 PT WD FURRING @ 24" O.C. ! j GRADE N ° ° ' ° ° Z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi a ° ° 4 1/2 GYPSUM WALLBOARD " 1 #5 VERT. IN FILL () MONO OR STEMWALL ° ? r M - .° • ° • e FINISH GRADE 25 MIN. LAP [30 MIN. LAP] " [GRADE 60 MIN. Fy= 60ksi] I I QI= p . • _ — r- U.N.O. CELLS (SEE FOOTING MONO SHOWN c ° o I w FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY ° ° II 00 6 MIL VAPOR BARRIER I I ( ° ° ° - °O Z T #5 REINFORCING BAR R 17/8" N - - - _ _ I EE I II I 1x4 P.T. BASE NAILER �� �� ° °� ° p. ° I II - _ - - _ = z I I I I I II I it I I II I Ii I I ' ' �� N - - - "' #5 LAP SPLICE (2) #5 CONT. I - 4 x4 INSPECTION o° NOTE: ° 1=III=III=III=III=III=1 I . '. ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL R III-11(—II1=1 I=1 I —III=III- N -i r I 1=I I=III=III=III- COMP. SOIL. (COMPACTED TO -_ ° ° _ _-� 36 MIN. LAP (36 MIN. LAP] (n,P ) 8 " 1 8 " FILLED CELL TYPICAL W/ UPLIFT ONLY -_ - 95% MODIFIED PROCTOR ASTM I _ 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III=III=1 I 1=III=III=III=III=III=1 1=1 I I=III=III=III=1 I D1557) , , ; , , , , , 1 I- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR M I MI � II � I --I I I -I � I - I � I -I I I -III -III -III -I I I -I � 1 =I I I-1 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE �-III-III_-III-I I -I 11= I I=I 1=I = I I - -i —i —"— III- I I #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH C DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB INFORMATION. N' c i `4 - ' n° ° L s _Z ao I A 6x6W1.4xW1.4 ° CO 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° _ I = z_ min. 4" BARRIER I ,l p 4 ° a A P 74 COMP. SOIL. I ° 00 - - (COMPACTED TO 95% I - - - - - - MODIFIED PROCTOR - I - -� - a ASTM D1557) -r I I � 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 11-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) "v GRADE _ (1) #5 REB R w/ OPT. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = T-0" S3 SCALE: 3/4"=V-0" 53 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. PAVERS RECESS z CI' U. - SEE A/S3 OR J/S6 I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOW / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) V " (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13vl G O.H.D. RECESS N' M CM v' j. 411 +' — SEE A/S3 OR J/S6 -I i j7 f ii FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. Zx 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN — a INTERIOR ° P ° -3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ A q0 C:'4 =r:�==l1= M 6 MIL VAPOR - - i'- BARRIER Wi 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' M, WWF OR FIBERMESH ) r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 1 1/2" RECESS FOR VARIES6 x 6 W1 A x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N_ SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I r' AT 24" O.C. MAX. . * ; CONNECTION INFO ` ° SEE PLAN FORjh TOP OF BEAM & LAYOUT DESIGN A v LLlrrr rrrJ1L7 SEE ROOF PLAN bpc - - - a: ° v ° FOR STRUCTURAL � Ih r rrI - III BEAM SIZE & CONNECTION INFO * • . ° i 2x4 #2 SYP P.T. FRAMING w/ SEE AIS3/J/S6 MIN 7/16 O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION1 I w o SCHEDULE w J g w o w W CO 0'4" FIN. FLR.jk IRV SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS vvoo,v-vvv , ,. .vv vv vvv .�,�vv vvvv --%, A Rill SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS P S.G.D. M SCALE:3/4"=1'-0" 53 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL-71 EXTEND FILL CELLS c TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. ' M 00 GRAD - - ° ° 0 ;III=III a. °. I=1I1=1I1=1I1=1' Z X W :3I—III—I �.. III —I I1=1I1=1I1 LU °o W CO z LL 11=1 =1 1=1 11=1 11=1 I I I II— OOTING J III III —III —I 1=1 11=1 I I I I IEI I I=Ill- 11-111—III—III—III ,II ...III -III—' BEYOND PAD REINFORCEMENT '' -III-III-i-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0LO Z M 0 Z Q J d cn U cn a- J w U — w Oco G Vi = o CO) 0 U 0C'e) W F— E -$ M C M M N :S N Ooo � ai s ,IL 00 � a) h <c rn rn Q ci A1 0 Do N. C.11,D•C �R c0 �, CM, LAW y'• r� 1140 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 (�1 0r� r> -iU-)MO M a � O Lr) C U- IZ " � a� U Q. 00 O Q z J � W d' 0 . za E rn Yr J � 0oz Cie Lu E-- 0 $Fwo L.. ^ J J < z o }� 9 > z z Ll) 06 Ln z o rl 0 U = Q� Lu O 1:u-R� F- Oa' m a N 0aoJ W < J WIZ¢ Q a��Q Zago �o�Z J LJ i 00 Q z w¢ F `z Z o� J z O T �. ¢ Z Lu �. o- I— SCALE . AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2.0 SHEET NO. S3 (MONO) 12 (TYP) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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 w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE --( HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" Q.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. 14 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS 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 FIELDVAI USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) 'i—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4"FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 ■■Ilill�i�l�■I�!_4AM1®7 �� : - •= • � • i !i1i`. k-1 �IIEI IIII� �IIII IIII� ■lily II!■■ IIII� NOTES: 1� 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T r J w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR ---- TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. M 7 5/8" 81' 7 5/8" 8" 7 5/8" 8" INTERIOR- WALL r 'L — EXTERIOR — WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —CL 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) rTRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL w o ° a DOORSTOP c� a MOLDING 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.G. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR 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 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Tom/ sFF o1 N 2x CRIPPLES @ --- 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) —� 10ddx1Y2"@24" O.C. 10d NAILS @ 8"--- O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 T -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED k�t [T� @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '---2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/: ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SPT4 r 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a4�1' 4.. USP ° tl ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 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 (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48,aSP ICE STAGGERED M 10d @ 8" O/C SCALE: N.T.S. S4 2"x BUILT-UP COLUMN SEE PLAN FOR MORE INFO 0000 18-10d NAILS "o "a 01 "O"O "" 5/8"DIA. X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED ATTACH ALL f EXTERIOR STUDS 0 UPLIFT= 4290# (SPF / SYP #2) W/ 4)16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M USP HTT16 rN SCALE: N.T.S. S4 SCALE: NTS S4 F= 2240 LBS •7 USP nC USP SPT4 CQT9d—I r-r-USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS I V LINTEL a Q. a. USP SPT24 -NAILED INTO TRANSOM FRAMING USP— SPT22 USP SPT4 C ■� F ►zs • -�EI • INTO 10d NAILS @ 6" TRANSOM FRAMING STAGGERED is SP SPT22 S-BOLTS @ 24" O.C. SPT4 USP SPT4 MAX :. _ _ - 2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SPT4 C r1 -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY SI K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL /-10d NAILS @ 4! 1Qd NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING A/ 0 N o BEYOND. PLYWOOD c E SHEATHING rPLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 Z M 0 z CO <t J z In (0 U)l D(O +_j LU — Ow Ofo � i 00 '— tJ m ~ a) m uu i— E — 8 CccM m-aN 09, Z N all, a)t= I U_ 00 0 a o Qf;M rnQo A1 B ®®,x N'C•B •D.0 ttl OW ' �' s P WE °•� _ O} D mo+�•° O N , , .FEV° vQ ©'CjA 3O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z O O.2N r> U-) ro C)M QU-)LLn a- M L �I aa ULn F- a- . �c^ 0C U a rj 00 Q � Z WJ CD oz in W� za¢ ej a g! -48, zwwOf R 2 W 2S U-,N �� L z o r r-•I U ¢zz G oC s n3 2: N Ln 5- O -0 '2 a U U J Lu o L boo o86- e ama N W Sao¢ 90 IN z� Q �o"� �M1,o Z z J Ln LJJ o F =o rl LU Q owv Uj 0000 to z Z -Z Sy z O • d Q J U = o ¢ z SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. S4 `�I-- I "7 ' I I 11 4ill Nil iSi Ynldil wl H 1H1,111, If' i fill ih ir— I _:iiF I I Ii i i SP HGAM10 W/ (4)- 4"x1-3/4" WEDGE OLTS & (4) SDS 1/4" 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL TOP CHORD @ 24 O.C.7 SHEATHING DETAIL EA. OUTLOOKERr2X4 2"x4" BLOCKING FOR • • OUTLOOKER FIRST R ROWS OF 45• * 24" MAX. TOP CORD BLOCKING 45•tENED OT'L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR ED W/ (2)10d 2)EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 24" C ID SHEATHING APPROX. 8"FROM OUTLOOKER EDGES OF HT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER YP#2 "L" BRACE TO E 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND LEAST OF @ MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d J ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 21'x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL - NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4-0 �� MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION 1 TAPCONS. SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. SS REFER TO DETAIL J ON SHEET S5 FOR N N T T SEE STRUCTURAL — X-BRACING, AND TOP N " NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION `O O0 00 SHEATHING DETAIL 1 12 2"x4" CROSS BRACE - WOOD TRUSSES go ;0 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 12" 1 12" 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 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 = W) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2'� 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 51/2" LAG SCREWS OR EQUAL W/ (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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SS IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 1 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)1 Od PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON —DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS ss "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 �a 11 .:° , .all .. 1 �: d. H Qe ° a .II -: �.. ::. li „ : II ° ° a ° . it ` � . I ..: �I . a • a .: AIL.. ` '` ..: 11 `° If:. a,. '-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C -WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION 4, 16d PER SIDE SCALE. N.T.S. S5 SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3)10d x 3" @ III EACH CONN. @ 24" O/C USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON — LOAD BEARING LOCATION UNEVEN CLG.) � rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C, 3) SEE 6/S5 FOR MORE INFO. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CR05S BRACE - • 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-3 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4'7 ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. SS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER ZV MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS (I1/2" CDX PLYWOOD OR 7/16" T;OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. O.C..—FIIELD r77 JACK TRUSS / S E PLAN FOR 2x4 "T" ON TOP OF PANEL- / BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP '--MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. 'yGo 0 Ix C7 a 9c� CORNERJACK Y v¢ , W z lx U ' HIP FRAMING REFERENCE PLAN 0 z w a. x 20'-0" MAX 20'-0" MAX '7 BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. IIIC� NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION v iD z M 0 Z�al 4 d v, z Cz 4✓ w CC$ .0 LU O = o to V) �� C) .20 me U LU O ® U mi[� N M C t4 co N O M O` O N AdEEMMMMMEMEMNIL UW L" D Q 0 �() rnQ d D. N�C -B-D,C � Sao � ... a oCo � _ 0 �. ,,t. LL r� o O c = C',� e d) Q om •` e " a •' �� �M !R11, I I I I u e�l6� Cl 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 Z r4 OQ)r-, �>-+HMO M QU-) 1170 Ln a n .� N U_ Q �-. U fu V-t � < z§� Jo� W O d' oZ �s w� za ¢Q ' 4,0 0 O O W w 2 p Z Z �u_o F�o L_ aZ r o QJ � f z z L0 Q i Lr) W F U = 0� Z_ ow < c 022� I�0ma N LLaoJ w�z3 2 Z C, 2 W J L r) Q LLJ z a L 0Zo EQa F., o ¢-�4z 00 to Z t aZ O ►� S = z Uj rn SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. S5 DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL �� , UNACCEPTABLE INSTALLTION � DOOR JAMB REFER =411/2" ( TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX.8 DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILSto\_; FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2( BOTTOM PLATE W/ 8d 4" X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"O X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" APCONS TAPCONS STAGGERED �8 �') ` BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 . 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90" ` �I 90 HOOK (TYP.) @ 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 "2" 16" METAL SEAT PLATE 1X4 P.T. NOTE: OM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER W/MIN 6EDGE TO SHT. SDW2-K1 T. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILSFOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING — 2X8 P.T. WITH 3/16" 0 X 3" t2n NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS INTO BAND ..Q'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ' ` JOIST & (4) 3/R16"x1S-3/4" WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5" L NOTCH WEB AT FIRST 2 COURSES I I I BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rHSCALE: RETROFIT FOR MISSING EMBEDDED STRAP N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP 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 ;..:e SOLID W/GROUT 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS 1n USP RT16M W/ 8 NA11 NAILS & 6 x ( () a •. BLOCK HEADER TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1?NAILS AND �'"''.`.�'� 8d NAILS AT 8 O.C. AT BUCK 2 x 8 45" DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE • "•"�'�� ' ' . 4 " X 1 "WEDGE BOLTS [ (1) STRAP =1225 :;;, ', :'';..; :: ( ) • • (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/7 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DrAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN : �' .•:;.:. �.� �: •° ° CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a• INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ° INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU B RACE 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 Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x O(2)10d NAILS @ 8" O.C. 'i TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" yj SCALE: N.T.S. SS O.C. 12 + + + <FNGA y PLYWOOD SHEATHING 1-�" 5'-0" JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + BLOCKING AS • INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4' MIN. - B B ROOF SHEATHING ATTACHED + REQUIRED > '� d o „ EMBEDMENT INTO MAX ) i n n 2 8 PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ,: , i . . • ' :'> #5 BAR + + , D • • �" • • CENTERED W/ g BLOCK HEADER/4 SOLID BLK . AT P BTWN. ARCH G TO 5 -12d NAILS () + p• Is . '0► IN TOP c 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , s s ° ' KNOCKOUT / C14 EACH TRUSS _ . A. _ ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT Fes. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� —� — • MONO FOOTING .rs a '' ► °. (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT E.A. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL I ° • • • ' 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT a z TO BE INSTALLED011 BUILT UP PLWD. BUCK - 4'-0" SEE P N PRECAST LINTEL •� • °ffTANDARD o o HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4YZ' WOOD FOR OVER HANG FILLED CELL &' L' ' ' I L ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16 O.C. MAX. OR IF MASONRY (MAX. 4 -0n) BTWN. OSB ARCH FACES W/ (4)10d NAILS INSTALL WDW, SCREW EQUAL EQUAL 4'MAX. RAD. WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" Sk THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. /— C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO N CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/1 ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ "SET" EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING it REINFORCING COVER g�_0�� 5"EMBEDMENT & 3" MIN. � ` 5" EMBEDMENT � 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 v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• 0 O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ;' P v CL REINFORCING AS FOLLOWS: _ _ _ _ _� I¢ a [ * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT :.,.:: 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. * ` ' -" `' 6" MIN. LAP SPLICE W/ a,: :• .:-.;:;..`._ ,:.,: '::,:•; r. o ° - _ U z EXISTING FOOTING 5X6 IN 2-# CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL • REINFORCING PANEL .. `` cai� FILLED CELL SMOOTH. DO NO FURROW. �1•`:� ••� �-`�" `' ' n ' ° � � � N DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 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. " r ' 0 V.: .. ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° °' �"0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -"= 1-0 n 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. C9 z M o _ z z B a z cn 0 cra ID(Z ;-J w C) w O — D_ V)V) N o 0 U m ti Wccoll W �—E — (0 m ca M T 21" 00, _ U� ILL co LvY ;�nQo ',o o� ¢mao ®® N•C•B�D•C v d 111 m. v co 04 E p C: ` �� � cq j� t� y 1 - ` ca �L L z E s W �' batt111110 t- ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0cV z O (L) r-, L0 ­ >C/')MO M Q Cn 170Ln a nLn HU a � V Q00 a 00 z (0 WJ C:) oz o Za E;�oa U ZwUjaa Z WAS N W � L oz r o ¢z L0 Ln W U = C o N ... 1y Ua' m a 5aoa DC 0 �QQa aoC Q Z ��W� °o J rl r•� LLJ a 'wx� o Uj Q W98 00 ,-I t.0 Q z z L � z aZ g �z o ^ = LU o Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE BEAM CAN SIT ON TOP OF SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ (2) HTW20 PLAN SHEATHING Qk 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 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F BUCKET TO COLUMN (SEE ROOF PLAN FOR TYPE) BLOCKING SECT. A -A q 7/16" O.S.B. FLITCH PLATE TOP @ TRUSS FRAME OUT TO ° BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE q (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 ADD 2X4 ALONGSIDE EXTERIOR SHEATHING TOP CHORD WHEN REQ'D (2) USP HTA20's ATTACHED PER NAILING ° TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK HIP WALL ALT: (2) USP MSTAM36 AT 16" O.C. SIDE OR BOTH IF REQ'D) TRUSSES, G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2)12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING-2x4SPF DR SYP BEAM @RAISED ENTRY W/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL JYP.)/"1 HIP/RIDGE BLOCKING DETAIL MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s 2 SCALE: 1/2" = 1'-0" SCALE:1/2"=V-0" SCALE: 1/2" =1'4' SCALE: 1/2" = V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 SEE PLAN (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB W/ MIN. (4) 12d WHEN CENTERED @ USP HD4101F BUCKET FOR L. FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDS NEXT TO W/ 4 10d TOP & SPLIT TO TIE BEAMS TOGETHER SEE ROOF PLAN MORE INFO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES pRE-ENG. TRUSS 2xg BLKING. NAILED @EACH BOTTOM OR USP RT7 BOTTOM TOMHCLO OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w! (3) 12d NAILS WHEN WHENL W/ 8 - 8d / 8 - SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & R UI REQUIRED w! (2) USP IN PLACE OF SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION -10d X 1 1/2" EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN I L COLUMN SIZE & BASE CONNECTION INFO 7/is" OSB FLITCH PLATE REO'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 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 W13-16d @ RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING 7/16" ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20-0 �� INDICATED ON BM. OPTION A CONNECTION INFO OPTION B OPTION C TRUSS TO NAILER w/A. SHEATHING ATTACHED O.C. MAXIMUM. 2X4 SPF 2 SCHEDULE/PLANDICTEONB PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W! 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTAC H M E NTrA SEE 2ND FLOOR WALL SECTION 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: 3/4rr-0 ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 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 (OPTIONAL) PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR OF AM Nq_J will MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" MAX WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS 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 SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN LOCATION AND BEARING SUPPORT , �INTO END OF EACH FLOOR .FOR DIRECTION (IF PARALLE FOO TRUSS, 24" O.C. MAX. (AT SEE FOR BLOCKING A-/� ALTERNATE BLOCKING CORNER (aj NAILS ECH SIDEACH SIDE) �D2 NFO INFO) SEE FOUNDATION DETAIL a@ INTERIOR BEARING PLAN FOR MORE INFO (nP�AL) WALL 3 SCALE: 1/2"= V-0" COMMON B M . ATTACHMENT �18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-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" VARIES @ O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR 26" W/ USPD3 ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING OUTLOOKER 4" INFO. O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d — COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END TOENAILSTOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE BETWEEN TRUSSES (2) STRUCTURAL SHEATHING FOR CONNECTION PLATE & (2)) 1 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP INFORMATION. SPT22 @ BASE SEE J/S6 FOR MORE GABL 12d NAILS EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. . TRUSS LOW ROOFNVALL T VERTIVAL STUD) SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ PER NAILING SCHEDULE / J AnVARIES W/ FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12 O BLOCKING ROOF SLOPE MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED • xx STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO a.. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 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 �,. TRUSS 4 W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR • � COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE 3" FROM EACH END & @ DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER ; °0 INFO. SECT -ION @FLOOR MANUF. SPEC'S FOR CONNECTIONS TOG.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS-.. C9 Z 0 Z O a Z V) 0 C -I--�' w U — w 0 o .� o0 m l� c~® 1 w F-E 00 N M C' to Cl) 2:2 - - co O o0 w�00 Cc C D 0 C 0 LO v <C on w¢ o N•C-B�D•C I ®� 'Mo No $,.9 N • - �Q a �tr/w1� O N A?O F E V To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida 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. 1t 0 Z � 0�1� O i>i U M M O Q�fu Lh a � .2 d- Q LL 'I' � U>- Q � o Z ro F-• W J� d' oz w� z¢a 'z8o U S,.zJ uu W°o LU 0 W Q N ZzZ 0 ¢� °C Z Ltd U LU z J Q O W o O °Qz X,GU fV LlV°a n��o z z a 8J J aj 2:z Lj o SQa �ujo o uj z 0�0 1,0 z Z UZ _710 m O g = az n- U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 2.0 SHEET NO. D1 a THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER j� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -, X DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r�.nann�ta r u+orm�u SELF -ADHERED FLASHING DECK JOIST WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 50 SELF -ADHERED FLASHING ro WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) Lei, SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IR Eon WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� rem 4PER NTH 0 RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER ---►(Ground k° 0 �o to Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.0194nch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din 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 comer 8. Mechanically fasten as necessary Foundation Wall a PPSELOF-ADHERED FLASHING . �. °. SELF -ADHERED FLASHING 3" MIN 2 Q .^ 4 2 5 SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED FOUNDATION WEEP SCREED NOT USED Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C9 �_' Z C; 0 - 0 Z Z QE3 J a v, Z V) (9 a) cn "N LU (� p U - Lij O F- 0 00 �V) U r` NM LU H E -8 a C M cam') 2 M M, 000 a) tLL00 = -00 cc C a)U) 0 oa0 � : <C rn rn¢ o A ' B D® NC•B •D•C �'. i� o � � � rn N D o g j O 9AZMo N C a0 Z c /y -7 N M O 0 a LL W - mLL = ) ruL� d Q W V Z °`.)a" H Boa Z o on N g R 1 0 m CIOT. Q W a N¢co O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 NO O a) N --J O 1/-r Ln M O M a U-) -(0 Lr7 d- a CL IY U a 00 Z < " Z ?> E fa W O I- W J� d- 0 I � w Z� E IjZo& 0 o8U 0U w �ZZ 0 � Z 2 2: IL 0 J Lo 1Eo J 8 °�o i- 0� > o > LLl Z Z 5 LL. V)� ,-I O O LU LU U = CC W o5 pz Quo I-s 0 sue. r I- j o � 6 m a C Z a � o LZ r�-1 Lri di ¢ 'Li�e o _J ri LJ.1 Fo Z 8 2PSF 00 ¢ Z ¢LIJ z Z W <O ¢in o w � o- Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION NO. 10 0 SHEET NO. W P N L U 00 '� USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation ReportN 0 O Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis .� O O �" .� 0 �' CD E L O Q O L U o0 I- W z z J Q J d SHEET N0, PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET components listed below if Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quot; and &quot;Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru&quota and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 810 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A Series&quot; and &quot;Benchmark by Therma-Tru&quot; Transoms. With and without Sidelites. Inswing and Wth Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity or Type Versio Manufacturer Contact Engineer &.License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 of 1 1/92ot7 Dag Date Date Pendina Date Validated Submitted FBC Approval Approved Status Gary Pfuehler O6/12/2015 03/19/2015 06/21/2015 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-217151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05121/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 486, WI NDCODE&#1 74, W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) W NDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S W NDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-2FI53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/21/2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) W NDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code n i or Date Date Date Pendina Date Type Versio Manufacturer Contact Enalneer&License Validated Bv alidaed Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsitiinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3l/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3112017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15000-R2 Code Entity or Date Date Rate Pendina Date Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-112 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quotSmocth-Star&quot; 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No NIA Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) FL#11537-R8 Code Type Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL#11537-R6 Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Nelson Kraschel UL LLC (641) 423-1334 nelson. kraschel@doorg ro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 07121/2015 07/21/2015 07/27/2015 Approved Quality Assurance Aooroved for Use Aooroved for Use Impact D si n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1192017 FL#15278-R4 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Enalneer & License Validated Bv Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea# Product Model, Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES G E A 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 7 2 RIE 2X7 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN Quality Assurance Aooroved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 1213112017 0 7 No Yes No N/A 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 FL#13192-R4 FL#15272-R1 Entity o Date Data Date Pendina Date Code Entity or Date Date Date Pendina Date _Code Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Versio T e rs ,(p- r Manufacturer Eno Contact E License _� By Validated Submitted Validated da � �i t FBC Approval Approved Status _ Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2016 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nhompson@alside.com Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use jmyact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure Sea # Product Model. Number or Name or Name ProductDescription Contract Expiration Datein HVHZ Outside HVHZ Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quota Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Sea # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sea # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code TVDe V_-rso Manufacture Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-RI0 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;xg6&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quot; Pagel of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Desi n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitiinger@miwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 881/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design CContract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12/3l/2017 No Yes No N/A 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enalneer & License Brent Sitinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitinger@miwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Q Assurance Apo roved for Use Impact D Quality roved for Use Apo Contract Expiration Date in HVHZ Outside HVHZ Resistant P e sure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1192017 Product Approval Application Detail Entity or Date 22Le Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status ff Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 markd. harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Use Impact Desi n Product Description Contract Expiration Datein HVHZ Outside HVHZHVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes WA N/A architectural asphalt roof shingles O C s to N -CD 2 U N � O O CU -.0 Co 0 M Cn 0 c 0 0 O O LL O > .� Cn N � E O O i� f .� ��/�/�� c J Q u SHEET N0. PA 1.1 FL_#12328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL FL#2075-R7 Code Tvoe Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sea # Product Model. Number or Name 1 RV10 FL#7849-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / Monierl-fetile Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Sea # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 - Country Slate Shake &am Slate Y 1N P, 15 Saxony 900 - Count rySlate,Sha a, Slate &am , Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Code Type Versio Manufacturer Revision 2014 Town and Country Industries, Category: : Shutters 9 Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model. Number or Name 1 0.050&quota Aluminum Storm Panel 2 & uotSafe Ed e& uo Storm Panels q tY 9 q t; 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A FL #: 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity o 2= Date Date Pend Ina pate Contact Enaineer & License Validated By Validated Submitted FBC Aooroval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmett@boral.co in Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1 /92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes NIA N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12131/2018 No Yes NIA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 v92017 Entity or Dante Date Date Pending Date Contact Enaineer & License Validated By Validated Su miffed FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANC0, 04/292015 04/28/2015 05/04/ 015 0622/2015 Approved OP.E. 954 493.8551 PE-0046549 P tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot; Aluminum Storm Panel with Optional Clear Panels &quot;Safety Edge&quota Storm Panels, 28ga (0.018&quot,&quot;) Steel, 0.022&quot; Alum (Pert and Non-Perf), Clear Polycarb (Full and Halt) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels 050&quota Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Aooroved for Use IMDaC Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes N/A 12/312018 No Yes Yes +54/-54 12/31/2018 No Yes Yes +100/-100 12/312018 Yes Yes Yes N/A FL#21675-RO Code Tvoe Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 Code Tvve Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-Rl Products Sea # Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174; PRO Vent PR04-N FL#15076-R3 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code TvDe r T e Ve io Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm PaneWHVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO Code Type Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Sea # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/62017 Entity or 7te Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240.1382 Inc. NA, Inc. john.cheslak@hgwrap.co (604) 520-3321 in Quality Assurance Approved for Use Approved for Use Impact Deskin Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or Date Date Date Pending Date Contact Enaineer&License Validated By Validated Submitted FBCAporoval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved (501)982-6511 PE-31242 (717)317-8454 acarter@lomanco.com Quality Assurance Approved for Use Aooroved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/1012019 No Yes No +NIA/-165 Attached to OSB or Plywood Deck, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity o Date Date Date Pending Date Contact Enaineer & License Validated By Validated omitted FBC Aooroval Aooroved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use lmoact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date Date Date Pend !no Date Contact Eno ineer&License Validated By Validated Submitted FBCAporoval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. o John W. Knezevich PE 12/21/2016 12/21/2016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes NIA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Date Da te aDate Pend Da Entity r R-.tc �._ t ontact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L, Bennardo, RE Jorge A. Pomerantz, P.E. 07/032015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-0046549 (954) 394-8521 mi keb@ allamericans h utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 Code Entity or Tvoe Versio Manufacturer Contact Enaineer&License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model. Number or Name Product Description 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quot;Round Top Off Ridge Ventvnth Baffle for Minimum 26 Gauge Steel, Nominal4&#39;, 6&#39;, Tile&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, for Shingles&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 Code Ty Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-RI Products Sea # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R1 Code Type Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-RS Code _ Tvoe Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Aooroval Approved Status 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact si n Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2019 No Yes No N/A 12/3l/2019 No Yes No N/A 12/31/2019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or Date Date Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Aooroved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/2512015 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04/0412018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design I S p _L �g Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pend Ina Date Contact Enaineer&License Validated By Validated Submitted FBC Approval >ed statu s Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/252015 03/20/2015 03/29/2015 Approved (847) 918-6473 (407) 681-1917 slewfs@alpinei w.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12131/2020 Yes Yes N/A NIA Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Metal Connector Plate 121312020 Yes Yes N/A NIA Metal Connector Plate 12131/2020 Yes Yes N/A N/A N N Ca O� CD-00 Do .� CQ C to lai O (o Fn O O O W Co 0 0 Ct3 0 > .c E ( Q CW0 .� ��/�/�� U. Q. Z Z W J U ■ t_ co CL ■ lily U V o O LL CL U O L� V! W VICU Q VL M W � W Z J Z Q J SHEET NO. PA 1.2. FL#2197-R5 Code Lue Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJ1230 4 TJ1360 5 TJ1560 6 TJI/560D s FL#1774-R4 Code TYPe Versio Manufacturer Revision 2014 Commercial Concrete Products,lnc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name 1 Quality Precast or Commercial Concrete Products .7 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Dag Date Date Pending oate Contact Enaineer & License Validated By Validated Submitted FBC Approval ftoroved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314)851-7480 LLC. desert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12131/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Enaineer & License Validated By Validated ub itte FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerh ae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant ssure Prefabricated Wood 1-joist 03/31/2017 No Yes WA N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & License Robert Gillis THUY H. HUYNH (813)659-3707 PE-60122 precastgator@yahoo. oom Product Description Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1192017 Date Date Date Pendina Cate Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A FL#1644-R4 Code TYBe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code 1YEe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Nam 1 Level Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-RI Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seq # Product Model. Number or Name 1 PSbox8LT, PSbox8LT(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Data Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Aooroval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use I m Pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact j naineer & License Validated By Validated Submitted FBC Approval Aporoved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839.1344 j i m.anderson2@weyerh ae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A NIA Parallel Strand Lumber 03/31/2017 No Yes N/A NIA Laminated Strand Lumber 03/31/2017 No Yes N/A NIA Entity or Date Date Date Pending Date Contact EEnoIneer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 ji m.anderson2@weyerh ae user.com Quality Assurance Approved far Use Approved for Use Im pac Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes NIA N/A Parallel Strand Lumber 03131/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License William powers Steven W. Schaub (602) 437.1160 PE-60509 bill@powerssteel.com Product Description Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, P.E, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure t 01/27/2017 No Yes N/A N/A FL#1645-R4 Code Type 1IM12 Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists FL#158-R7 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Sea # Product Model. Number or Name 1 High Strength Concrete Lintels FL#158-R8 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Sea # Product Model. Number or Name 1 High Strength Concrete Lintels FL#11383-R4 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Sea # Product Model. Number or Name 1 PowerBOX8 Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Eno ineer&License Validated By Validated Submitted FBC Approval Aporoved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/0112035 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Die Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813)621-4641 (786)315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A Entity or Date Date Date Pendina Date Contac Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621.4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Aporoved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License William powers Steven Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, P.E, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23t2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desi n s Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A NIA CU N Cn CQ 2 N U -a N N Q O O .� CU U '- N Cn C6 O co Cn O O O ^^11 W O O CU LL O > -u) -0 E 2 L_L CU 0_00_0U) C_ ^W W V / CIO O L CL CL U O -Ir 1i6T,.i�, n._iii- 1-7],i4Tailll¢.lik;,a a6idlT,1i SHEET N0. PA 1.3