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HomeMy WebLinkAbout3060 Moulden Hollow DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SIN STRUCTURALNOTES 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 ABBREVIATIONS i PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated AAbove F.O.M. Face Of Masonry Pwd. Powder Room A/C/C Air -Conditioner ADJ. Adjustable Ft. Foot/ Feet Rad. Radius A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required ALT. Alternate B.A. Base Cabinet BF Boold Door Galy, Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter Rm. Rnd. R/S Room Round Rod and Shelf I�IV I Bk Sh Bookshelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Bot. BottomHdr. Header Hgt. Height S.F. Sh. Square Ft. Shelves o D F=7 El D El LJ B.P. Bypass door BRG. Bearing HB Hose Bibb SHT S.L. Sheet Side Lights Cir. Circle Int. Interior S.P.F. Spruce Pine Fir F771 F= Clg. Ceiling K/Wall Kneewall Sq. Square CJ Control Joint Col. Column K.S. Knee Space LaLaundry S.Y.P. TB Southern Yellow Pine Towel Bar HD�=E=71=7pp [E 11 p Comm. Community Lay. v. Lavatory Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile ILL Lintel Length Thik'n. Thicken D. Dryer DB Door Bell LT. Laundry Tub T.O.B. Top of Block 3 Dec. Decorative Mas. Masonry T.O.M. Top of Masonry _V Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate � Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window = Dist. Distance Min Minimum Typ. Typical oD.S. Drawer Stack M.L. Microlam U.C. Under Counter o D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting >" D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise to r- Ea. Each E.W. Each Way N.T.S. Not to Scale V. VB Shower Valves Vanity Base � Elec. Electrical Opn'g. Opening Vert. Vertical NElev. Elevation Opt. Optional V.L. Versalam °D Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W!C Water Closet .- F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant She WID Water Proof Flr Sys Floor System PSF Pounds per square foot -s o REVISIONS 0 J N 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 FRAME —WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 0 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES N a MEAN ROOF 30 FT. HIGH TYPICAL 1- FOR 2 STORY HOMES 01, E THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT E2 F14 JXNotice F4�� IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID to Builder & All Subcontractors c 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 o- i 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 ALL WORK SHALL GijwN \� ' CODES FLORIDA BUILDING CODE, NATIONALELECTRIC CODE. the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 10 1791 considered for reimbursement by the Designer/Engineer without AN THE CITY OF ZE DTHE CEO advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the N agreement. Z M — o Z Q u, z CZc/') U � N +_J w t•'6 p OW Ln U LU ~ aimm a,M _ . M O o �' _ 9 t LL 00 o c Jm `l,o / A® N C B-D-C r N_ .. co =.��• N � CD O/ N •• O .`u- IIY (/J W" J W �W•• >_�_ _a w� ZQvcnFe Z cLL cp (1 , m m" ^j a �. y'� •' , LU�raM To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 N n O (n M O M Q 'gyp Ln a L n V)i Q LL ZtY U Q 0C) Q E Z W J� d' w� Z .- f a Weir UZOp Z w w x �0�L w m: � O�MR " �. LU LU o Z Z Z Z _ ¢8 z s LU F o O vo = V �oz s J � 0 < 0 < a o �u Cy z LU w W `=a6= -J r1 W 10Z8 N Q Z I �z o N z Z U �o °0° vo g = a w � CL SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4mO SHEET NO. C S J ,iIn:. i,L,l !i,lldi41.1 lil:'1r I I I I Tr I 1 0 0 v .Q 00 Iu E x co 00 w �a 0 T 80 21'-5" S3 35-SH H.B. 15' \\ ILU CL DAD — — — — — — —.1 \\ OZ UJ (�J W \ \ \\ rW U e NUJILE 70 I 4_14„ 1. ,_3„ 30'-0" �' to IN B 04 1 \\ CAFE 068 1 4'-0\\\ FAMILY ROOM V ULT. C G 14;77� \ VAULT. CLG. III I M \� 1� CARPET = ENTRY 8'-0" FLAT CLG. PATIO \ \\ M 0�-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- --- 11 rl 00 , 868 � `� � r(�, I 2:12 UtzILING � I I I m 1k 1 1 I I 9' 0" T-8" 1 2'-8" L. 4'-3" to 6'-10" T-7" F-0" 1'-�" G R ER VENT OPT_D OPT. 20 -9 S3 TH U ROOF I HANSON BOX @ 36" A.F.F. (4) 2x4 #2 SYP STUDS W/ LISP G = HTT4@ BASE ~ S3 m O 19 N I OWNER'S SUITE 1 8 0 FLAT CLG. CARPET TYP @ 1 STORY A S3 = w N W H.B. 00 o0 I d w N low 2668 a a P NT�2Yc =W w � o T C1LG. 60" X 36" SHOWER FIBERGLASS SURROUND ..- � �-�t�lil IN N-VENIIIIIIIIII �0^0�li TI R&S ------8 33-- ---- N 3 WEI—) E-NNI �gj _ BEDROOM 2 8'-0" FLAT CLG. CARPET lam IIIIIIICIIIIIIIICI ® 0 CARPET T-4" FLAT CLG. A.HALL 00 4-SH 00 N 2'-4" N I Cal I I I I I � m �I o I � I I I I 7'- EGRESS 25-SH O [t 2668 I co ---------------- , 8'-0" N /4'- 1 il1'-3" 01 0 4068 B.F. �C 1 11'-10" BEDROOM 8'-0" FLAT CLG. CARPET 9'-84„ BEDROOM 4 8'-0" FLAT CLG. CARPET 0 O O N n 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 H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38j 184X374 S.H. 14 20 X 50 j 18 4 X 50 S.H. 15 20 X 63 18 X 624S.H. 16 20 X 72 18 4 X 714 S.H. 4 32 27 1(4 X 26 26 X 25 7 S.H. J 33 27 1/4 X 38 j N/A S.H. 434 27 4 X 50 j N/A S.H. 4 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. 36 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 1 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37jX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 Ij 52 j X 37 j S.H. 34 54 X 50 J 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 S.H. 36 54 X 72 52 4 X 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. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 GO SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) JR-11/R-13 KRAFT FACED UI z o — o Q n z ( ;(`V)) w 4--, O � e o 0 �C/711 U w E F— o U 4)M cm cc)) O O N = U � t2-0 c00 o 0 Q rn /,. 8. v rn Q o ® - C E-D C lilt •sL � oo� ,rn Gam' o, f$. •••. �. �-y '���j�Q�fj.`�'•`��' O Z W a ury ..@ w LU CklaN Z 41ra a t r\\• Q" �oa•. z cr,..n FLM 2 Q o%81"a , '1°a3 Ilk To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 ate.+ f>U-)MO M Q Lo (0 Ln a. cn •� d- Ha)U� � .-. 0C U 00 fu Z W J oZ �o Za za w¢ci�� oz 0 Uz< z 2 j z ccXW Quo 0��0 w z L- f1r Z O a U z Z Z LL O g LL a 0 O U = C/) r w o� o J a Z uj J � 0< It N n Zoe LU Q $0�a Z ?__4 Wad a"�C J ri w LLJ oZo S¢~ N Q Z k Z Z Z g W M w O T-q a f SCALE : AS NOTED DATE: 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 1.0 - — - -- F_ 1 1 11h I F— �—�I,-- W II� 1 MIRROR '. § 9=:flI�iLL==4,� OWNER'S BATH KITCHEN ISLAND 0 in MIRROR BATH 2 O O CV LU Z— HOOD LLJ Li U r CV 0 0 0 RANGE 0 KITCHEN O CV N KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" ism U r Z M O z� Q J d U) Cz /z/^^ (N V W C/� J 4— W OLU U 0�m a)M E — pU ca -100 M LUN O N U.00 7 CEF 0 Q m A I ®® N C B D C ��.�_e If/9 /ple�0 Al ye 10, NQ .ti• Y ao S•Y Z i"INe�'�i 1-4� IQLU Z4 Ip vm, " t7 co, � s F Z W P�. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 r. r-+4Jo H M O re) QL MLn a cn•Ld' H L-U-u� � V Q� Q 0 E z W �z w� za F OU48, o.O zww� z O z J oUs Q VFO � W O Z ;O Z O G V T Q 0 w 0O p - 0 t.�.. 0 <U uj m� o_ *k N r� Z < -�za a LU2 Zoo J di a a w 8zU 2¢~ N Q Z Z k z �j 9 z O oo g = a uj z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION Noe 4mO SHEET NO. 2.0 s v S O n N 0 N I co s m v v x 0 0 J N 0 C'4 a0 ~I a co �ILZ 0 m 11 (+1") 6" SMOOTH TEXTURED BAND T.O.M. • • 512 o � I I I F1 I i 12 �5 F.FL.-----------------------------------JIL—_�L�L_— il��_—��--aL�L—_ J���—_�1--_ IL�I --III— -- 24'-0" RIDGE VENT FRONT ELEVATION - B1_ SCALE: 1 /4"=V-0" LEFT ELEVATION - 131 : 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ..G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 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. R703.7.3 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. R703.4 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 6th Edition (2017) 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 cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ, IN. OF NET FREE AREA / SQ. FT. • 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) - g SQ, IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed Cr) V Z M 0 z a t� z V) C9 L � Q W rW 0 = F o r 0 in W Ep U N C� (0 Cl) Tu "O ce) 0 Q C:)�LL00 = �to o� Y 8 N o 0 0 ¢ rn O ¢ o 8 D. N,C B,D C N CQ't—. N „p 0 m 4 W�wf•«•♦••m W�BQ �"T-FESS o� MS To the best of the Engineer's knowledge, information, and To belief, the structural plans and specifications contained within these drawings comply with the 2027 Florida Building Code - Residential 6th Edition. 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 Q � N M 00 > (n M Q U-) a V) L d' a ° L Ln oC V a 00 a z� � W �� MJ OZ CO o: O za f r F: U) w¢i tr O48O Lu w o Z �IL0to Q IL 0 W c, uo0O L _J Z O �J W C U � Z Z �/ CE W go_ W v/ C) O v = Z Q F— Q w uJ �� o u_ �Po <UV¢¢ T-1110 XOa � Th Cr�,y_ CL O ¢u.I 0 �<<Z 8 Ig 2 z w�wo Cy w �ac�0 Jri W Q cW G Z U w¢z ��Z N O Z tu- a� J Z m O o g = a0 rn ,--I a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4s0 SHEET NO. 3.1 00 W 11 12 5� 12 �5 — — — — T.Q.M. 1-O — --— — — — — — — HDRHGT EXTENDED OVERHANG TO BE CENTERED ON DOOR REAR ELEVATION - B1 SCALE: 1 /4"=V-0" 28'-0" RIDGE VENT T.O.M. HDR HGT. 1'-0" 2'-15" TEXTURED CEMENTICIOUS co ao FINISH ON C.M.U. io (TYP.) 12 �5 - - 4r-0n TEXTURED 21-011 01 CEMENTICIOUS FINISH ON C.M.U. (TYP. ) F.FL.----- ------------------------------------------------------------------------------------------------A-------- RIGHT ELEVATION - 61 : 1 /4"-1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 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. R703.7.3 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. R703.4 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 contractions 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 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 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 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 c� zm 0 __J U) C V) U' Q) v, +-' Lu 0 IJ un cn F- o o 0 0 eiv i- O NM co c'cc C, O c0 N d/ H = Li- 00 0Y� 0 I �'= ¢ `vim v rn ¢ o WcaDe �� CrrO N (may c+� N Z -� n0 o cop E7 4.LU a2.0 W, All - S F LL yd ffllll!!1! 'MA To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� 0 *N > re) O _ M Q '�a 11 V) r '1' zz � U_ �V 1�� Q § E f° z WJ C:) d' Z of p Z a� Z g� Z yyZa wCrla: Uz0O 0 zWWQR 0 f J < j N LU w L J W ouo z ZO `• > W 4U 2:z z oC 0*1 n 43: U z '0 o z a Q Qo a I- r L p 86 UC iJ¢O¢ LZ Q � °oQ�� z a,}}o-.. z W Ln Cw7OZ W ago 8Lij N Q z w~~ ��Z 0 zQ � R z m J = ¢ z Lu ,-t a V) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 3.2 Cr N x 0 0 N N N I x m aci x 00 J N 0 CV I 00 it x / D c 3 a Co N 0 n E 1.2 E 0 x D c J 0 0 U I / Z U N �O a d N w 2 1" iv - r M iv 2' iv 00 to 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN RED BY ^ COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" 1'-10" = �� N 12' CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUSREQU 3/4" RADIUS 4 1-54 1/2" RADIUS 1" 4" VARIES VARIES M Mla - "a SIN CAP iv CO 1" 1" 1 0 b `� N 22 12 VARIES VARIES ITN 1,l 1'-4" 1 11_0„ 1„ 1 1/2" RADIUS 4„ 3a 4 CNV _ ��'4 T� 1 1 4 42 3" T N T 4" 4" MV VARIES 2, 12' 2 rIN 32' 11" 32 1 $ 1" 2 1/2" RADIUS BASE - t- in rD CD N BASE 411 • rN 12 *NOTE: VARIES 8" 2" 3„ io FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2 2 EDGE OF OPENING 2" �N �- 6 1'-6" 1" 1'-4" T 1" f� 19 24' • � 1-1/2" THICK 1-1/2" THICK a N 4" 101, „ 24 cl� T L41- _ V r 101, 6" � bra iv 3,, 4 2 iv 2„ 4„ 3" 6 2 2„ N Eli w cc > w > rM 1-1/2" THICK 32' 21" 4 �I-N r 2-4" '�'� 5z„ 1, 5" 52" _ 00 a" 1" 1 4 3„ 12° I 1 Fo 51" 4 VARIES VARIES 2' C M I Ld VARIES VARIES r4 " 1 6 6 N I 00 io iD Rs"' "2- `IN M 3„ ��' �ry 1, 1 z 44 w0i r KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING . . I 00 - KEYSTONE F11 OPTIONAL 3" 4" L3- 4 '0 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" ri N (V CD R4Ell 2 VARIES NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14" 1'-64' 14' 12' 54 2'-1" 1 -12 54 1' 4" f2" - zo 00 1 " 3'-8" 4" 3'-0" 10" 1 4" 101, io 0 CV 7" ti N iv 044 � T N R63' d. CV 00 0 Ch M r 1" 2 1'-1" 1" GENERAL NOTES: EM • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH C9 r zM 0 — o z Q CD �V�7)' W cn w Q 0 LU TO 1,E `— t- CO t- U LU E o) M M Lu 'D M O o 0 — _ nitt— -C LL 00 U � us I : < cn LO rn Ci ® BID• N C 6 D C � N_ co O 9Ay O Z • ry � O ILL N �� N W w W 0�Nm�z CAW C,Noe o6 m m ZamE�2 Ig � M W N O U U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z r4 � 0 ate) I>(f)Mp M Q -00 IZ V) .L d- Q 2-Ln CL �1 oC r;j 00 Q E z§T W J � OZ �O 1a a F E. 9? 00E w UZ00 ZL,wIX I-Lz,)z� J zzzW 0 UO W L Q Z z �3 5 U = W w ou- uo *,?", F X W fV o¢og Q Z Z a�o ¢Ww UJI F�i z o N Q Z r � z ZZ Ri Z m � � ...1 = z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. F1 i 1 I ''LlEri Lx1.1._, u ii,i"lh .0 Is 1 1''- A 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 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 00 #10-2 copperto WH 10 #10-3 copper to Dryer METER MAIN O 2/0 or 4/0 SER Alu 200 amp tr 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 — 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250,52 OF THE 2014 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 - 2014, 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 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET FE7W.P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET EE HALF -SWITCHED DUPLEX OUTLET 0 SPECIAL PURPOSE OUTLET 0 ,a DUPLEX OUTLET IN FLOOR h 220 VOLT OUTLET N N WALL SWITCH _ $3 THREE-WAY SWITCH M FOUR-WAY SWITCH 24 R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 0 J O RECESSED LIGHT FIXTURE cV `� LIGHT FIXTURE WITH PULL CHAIN a TRACK LIGHT (D FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) i CH CHIMES (OPTIONAL) d El PUSHBUTTON SWITCH (OPTIONAL) I— E SD SMOKE DETECTOR o` CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) J TELEPHONE (OPTIONAL) i L` © TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. �I O THERMOSTAT 10 .o M ELECTRIC METER i mpg ELECTRIC PANEL n: J DISCONNECT SWITCH aO SPEAKER (OPTIONAL) N ^ ^ co `' t i ROUGH -IN FOR OPT. CEILING FAN <1� t„ CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT GFI \ \ \ n CAFE FAMILY ROOM I lr1--- '-------------------------- ROUGH -IN FbR OPT. CLG. F�N/ LIGHT \ N, PRE -WIRE � I I 1�\ I � \ I � 1 I C.M I � I Tl� ii, 1 F I— 11 1 1 1 t OyMt, R'S COU ITE I ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE W.I.C. ):/ M 1 � � S.D 1 O M _Z__ I L-7—�---- I I cc DW J L "-- I,.C. DWI CH PENDANT AS PER SPECS r -----------c T-0" 0 \ FI O DEDICATED RECEPTACLE FOR MICROWAVE RANGE le [HOOD PER SPECS ■ii IL*(%47 •� - -OFOR NMILIGHT PREtWIR�; Firm 1�NBEDROOM W OPT D. I _ I ENTRY I WP ,tLGFI IRRIGATION GFI @ 44" A.F.F. r------------ W.H. I1 1 � II 1 I I I I I I W. I 'GARAGE GARAGE j DOOR LIGHT AS I GFI VP \ PER SPECJ[ - % I OZ J I II Q I lieI o i ti~ I W J > W GFI @ 44" L - - - - - - - - - - - - A A.F.F. y HALL qp We S.D \ \ I EDROOM 4 12 I I ROUGH -IN FOR ROUGH -IN FOR LIIGHT PRE-WIREBE D F OO M \ OPT. CLG. FAN/ L `LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN.. SCALE: %4"=V-0" FI O DEDICATED RECEPTACLE FOR MICROWAVE RANGE le [HOOD PER SPECS ■ii IL*(%47 •� - -OFOR NMILIGHT PREtWIR�; Firm 1�NBEDROOM W OPT D. I _ I ENTRY I WP ,tLGFI IRRIGATION GFI @ 44" A.F.F. r------------ W.H. I1 1 � II 1 I I I I I I W. I 'GARAGE GARAGE j DOOR LIGHT AS I GFI VP \ PER SPECJ[ - % I OZ J I II Q I lieI o i ti~ I W J > W GFI @ 44" L - - - - - - - - - - - - A A.F.F. y HALL qp We S.D \ \ I EDROOM 4 12 I I ROUGH -IN FOR ROUGH -IN FOR LIIGHT PRE-WIREBE D F OO M \ OPT. CLG. FAN/ L `LIGHT PRE -WIRE VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN.. SCALE: %4"=V-0" z O _ Z N � QQQ CD a W z0 nV)' CD � w (113 — '� 0 — L E o r- Co CN r~1 v 0) 0) C,tM M LLi E I_o t� ago C t0 th O O N = C) I00 t5 - Co t q n t` <0 0, A 1 N C B D C � ' t � N "rM o II•C M Z j u- O O I.L N W 44 mL.O d W WV¢a'-w �z io ���¢ om _N�o�CNQ� m is #A E lot _' o LL W � O U To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV 1� 0ilD O Z Ili M O M Q -0 a tn•�d' V) - � to Z f- d •fj oC V *-i a �00 Z Z W J J 0 Z Lo Z d g H UZOp L L z }�`jz C � £ Wo a�E10 $ 04 L J In Zo N n Q L) iz � U �o Z o --1 U = U Lu Uj J �oZ aHO �- �f Qz: :� � �YP z Wo85 N Q <2` W �0J �- gnujCe Z Z �aU_o w J ri tL Q Z o Z 8 s90 N Z j�Z V)zCy co00 Z W �o ¢w O g = ,-a I a I SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 4.0 Lam M Q J U, z cn c9 w 4--J � o O LIJ � ~ Co o C) L J F— p U N m Ct (U M N U (h O N U LL 00 Q.n o Q rn n 8, rn Q o iv.w may'/ Z W �, ••M -6 N ILL, f-. °? W 4(g • W w a Z E.04 a To the best of the Engineer's knowle ih or n, and belief, the structural plans and sp2ti icatioqq ained within these drawings mmply,wijr�xh�Ji'j�li orida Building Code -Residential 66h 15ditibW.. ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. • 0 z N O�� I>iO M Q M Ln a cn•Ld- v U- �n 0- M U a 00 Q %Ioo E W z �- J 0z E W WE Zao as �F w ¢ a vzOp Z LU Z Z L�gLqW >a0J 8 LU . cc L oO zz rU �z lCw— Z I..L , czzn �i D �• ^ Av h C G 0 J i , z Q 0 � 0 = 0— f U 0 0 �✓ O �VYV�Q w 0 U O U K coa o'aoa w za t�aQ aoo�� z Z � ^ W=LLB a w LU J L I T—{ C G z Rog Z 8 O LU c) z a ce Z ce R, Qjq! coQ z Z n0 T--+ a to SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 5.0 c c d w 7-1 5' 6'-0" i, 2'-9" 5'-2" A S3 59'-4" 5'-1" 6'-4" T-O" TYP L 2'-6" x 2'-6" x 1'-0" H.B. S3 W/ (3) #5'S E.W. ■ ■ ■.. ..■ ■ ■ N r INDICATES FILLED CELL w/ 3000 PROVIDE %2' x 9" "' (2) #5'S 'IT o - r PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT RECESS FOR FRT. DOOR TOP OF CONC./ PAVER TO BE 4" -3 1/2" SLOPE? LO STEPS AS REQUIRED I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. io BELOW FIN. FLR. 2'-0" 4'1 1 2'-O" 6'-0" 4'-6" 2'-6" PER FIELD CONDITIONS �0'-0" DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" � CJ CJ — : ■ ■ ■ ■ ■ ■ uiiao — TYP PROVIDE 1 �" RECESS FOR SGD. REFER TO HVACCHASEI AHU iv o L S3 } ! MASON'S SLOPE FOR �� WIDTH BASED ON i LOCATION "' LO ( h_ I (2) #5 REBAR �3 1/2" 32'-84"$" VERTICALS w/ in FILLED CELL 37'-52' 21'-24" 5'4" 3'-8" I 7'-8" I I 2'-1" -31/2' SLOPE J 4'-0" G ; ; OPT. D in ii S3 f CJ [— —� CJ------------ CJ I r 71 :: (:: CJ o A. � ■' � � • KITCHEN ISLAN IF - - -ICHASETO _ I II I I ISLAND 2'-6"x2'-6"x1'-0" LOW WALLS I a� I ° j J ••II • ' I J a I• i I �' S3 �l { { � W/3-#5 E.W. CJ LD.W� — — — c5N G �—� 51NK w/ DISP .T 1 1 I • ' K M II S3 I I 2'-6" "' 11 ! 1{ I j O S3 I - o _ 23'-11" 2'-10" 4a II 118' (2) #5 REBAR N I CJ �Cj CJ VERTICALS w/ in FILLED CELL I { 50 N I 11 01_01, ; F-1 0 o CJ CJ j CJ :; CJ CJ �T� _ — _ I ' : I ..::�.✓:. ......: ..... I .......... — — � — — —�—�— — — — — — — — — —) d00 IJ 10 / 3-1/2" MIN 2500 PSI CONG')C 0'-0" I 1 _ SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER ■ PSI CONIC. SLAB FOR I r (3000 : I 1 1 M HERNANDO COUNTY ONLY) 0 Cfll —I ■ . . . . . . . . . . . . . . . . . . . « .. . . . . . . . . . . . . .� . . . . . pi. . . .. . . . . . . . .:.. .. ■ ...... ... .. ■. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ H.B. 7' I - A S3 6'-0" 6'-0" T-O" T-10" 4'-0" L S-10" L 4'-8" I. 4'-8" L T-8" L T-4" FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 'i OF THE FBC 6th EDITION (2017) 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 -- — ti w CONTROL JOINT DETAIL SCALE: 1112"=1'-O" #5 CONT REINF. SEE ��: ; ; : •' '•_ FND. FOR QUANTITY •;; ', ;�:' ;r #5 X 25" X 25" CORNER �'• ' �'• ' �' ' BAR ONE FOR EA. • ' ' ; HORIZ. REBAR, TYP. •, .. U.N.O. :.:' :.:' ,:' �1.• • �. "Alternate: *; • The reinf. bars shall be • •, Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" Assim UI r Z CD _ o ZCID Z Q J U, z C' C9 Q) cn -I—•' w � p w � � o o cn U a Li� ~ 8 (1)M CDm C', tL -t7 M O O 9' pCp LL OO Rl v 8-: Q v= M Q o law ® N C B D C O ® CO i _ 01-0.0 F�°mow �`- O a , ,m E `\\ To the best of the'Engineets,k, co-IVi �:7 atir�lyi nd belief, the structural plans and sptect'fl tions cod within these drawings -comply with the 2,�QQ13i4titia Building Code - Residentiat 6th Edi96n,4r3Ai eer'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 � � I>-+(nM00 Lh Q 'gyp i v 0 Q CL DC U C a � z WJ C:) oZ 04 �o z G f¢ z W C J ooWs y�jZ a 0 � J z O O JM o L I.— oz Z O U J Z Z W z U O � 1� L O U = OLU J Q Z O � pu �Po n O x J � C C UK�`� op Z Z W o Paz¢ Q " S uzo J Li ri LL! Q ij Z t�jOrz oZo F 9C4Z N *k O z °° N Z Z J 0 ` O oo :5= w rn ,-1 a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 6.0 i., UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1.112 HTT4 2715 518" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 1061-1/2" HTT5 3225 5/8" ANCH, !(28)10dx1-112 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L H 5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 718" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 *' 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 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 1 'Inc 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1 1030 1 1 12-10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ 1 OR 2 PLY CARRIER 4=44= 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 1 ifs STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 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 !9 93 0 zo z Q 13 L) (D Q) C W M r-i �U — Ow W Cm%i �- o o 0 V W U N Cn C f0 M O N _ � iIII '�I.I II V N I; II �'i m 65 0 Ta � fn o.o rn LO rn ¢ o A ® NC --yD. C N40 N d ? o;a nor 6 i Q _ ��' W a d a i ©" 9 UA W C9 Q Mee tr c�S: L To the best of the '�tjineet" `o atL, nd belief, the structural 5l6rr5.@nd spe ii'fca` Ions cc4Lq{ n"ed within these drawings corci Kf ,* 1bg>a4AX da Building Code - Residential 6th fore gineer'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 a z H O M f>3 Ll v) Q L- U- CL' V CL 00 Q � c zCu WJ C:) � Z ;R LLJ Za ¢f z wZ0 UZ8O Q zOwwQ�Q Z E J R o. 0 �-2 Z OLu L C OZ© Z Z LL 4 3 a o O O U = J L`LLL x LL z Q ,.1 O JL,I.;u Pis �r O O�•• VV�+ wOOc� �I.� �! LL Z¢O O Lu ix Z Z J a ,Lr) W ��a N Q Z w~~ ��Z k � Z t z -' O m O Mi w 4Z J W = wQ w T-q a (n SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 7.0 ao m rn L v r O J N N E 0 x 00 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 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-0B/1T 8RF6-OB/1T © © O O 8RF14-1B/1T 8F441B/1T81=40 1B/1T 8RF40OB/1T 81`321B/1T 0 0 O o O O 8RF14-0B/1T 8F16-0B/1T 8F16-1B/11 © 0 FORM do GROUT SOLID o �w `- U O /5 BAR CONT. 8F12-1B/1T O O 8F20-OB/1 T ® "V" LINTEL DETAIL SCALE = N,T.S. 11�21 1111E MONO-000- !min TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J w 8 F 16- B/ 1 T a o f tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN..(1)REQ'D (1) CLEAR ALTERNATE POWERS STEEL LINTEL ° d d Q d ° °C.M.U. #5 REBAR AT TOP 4 LS7o - d ° d ° MIN. (1) REQ'D 1-1/2" CLEAR ° ° GROUT d C.M.U. 5 REBAR AT = - in I j Q ° O BOTTOM OF uNi Z w LINTEL CAVITY (UJ O u~) -BOTTOM O¢dXOZ Q REINFORCING ¢ ¢ C7 Co Z li 7-5/8"ACTUAL PROVIDED IN LINTEL p Z w n ¢ _' Ci � IX 2 D D Qo L, <o #5 REBAR AT BOTTO AS INDICATED NOMINAL WIDTH (VARIES) CO LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for Installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 5-10" LL 6-6" LL O O 4'-6" LL 4'-6" LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0"' z M 0 CO Q Q U) V) cD W cn +� W r) O "' Cn � E o 0 U W E ~8 N CN7 cm C M CMM Oo`V _ I I 0 N r LL mm o le N no �o I �Q� �Qo N WC� to ,� op W ��•� M N� � o Z Ot°IO lO Q N LL d LL .0LL�� F _':tN W N o .� o y To the best of the Engineer's On wrd orm ,.and belief, the structural plans and specificatiorr��,,ss 44�� ined within these drawings comolyl*" ty 3 Q'�A`Florida Building Code - Residential 6thEditl'on'. ` ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z� 0 \0 M Q - Ln L_ LL CL �� \ oC U a Q c WLU Z f� J 0 OZ ce ceQ Zo¢ �a wZiaw UZOO UZ K f aap.n LL N 0 L^, W LLIO O Z ZO Z can 3 N 'a Z ,0 Q o Z U J LU �LLoZO ¢ Y s. o *' wO0c� (V z it Zoe I� J a ¢ Q Zak LI.1 w ��0,= _J ri l.J a- Z oU, N Q Z MaZ O Z Z � Fo 0 06 :5= a E SCALE : AS NOTED DATE: 3/16/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 8.0 c 0 N N w tR a 00 0 s ENT A NOTE: BORATE/ S R CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 2411 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 LU MBER 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 31 T 2 S 003 CHROMATED COPPER ARSENATE SENA E CCA-C WILL N LONGER S 0E PRODUCED FOR RESIDENTIAL OR GENERAL ( )G AL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 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 308.4.2, ITEM 3, 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 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz 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, 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 1014 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 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, 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 (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4 WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), 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: 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 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN, THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6, WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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 R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4, 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, 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. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpowr and mortar along the foundation perimeter must be removed be�ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R 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. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R 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. FBC-R 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" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: T VIEW ALL DRAWINGS IT IS THE CONTRACTORS RESPONSIBILITY0 RE S BEFORE L G CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". 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. Zg Z N Z� �c a. V^)' 0 �cry w •U - .e w O Cn o 0 C) w �p� - S MINNN �M a p M 0 0 N = dj U C LL 00 0 Y ,� Lv �C 0 L4 rn ¢ Ci ® - NCB-D-C _0 e• O o `'®.� r s o• O WN . • LL lip/ I c �� ..ww O NO : HL ot,.. i Y,..L g ' E Q To the best of the Engibra rs know edge, i f on, and belief, the structural plan afod QQ ��ttlb ontained within these drawings comply i 7 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z N 0 a) N > M O M Q -(0 Lr) Q C U oC V o 00 z§E W J � t0, 3g za �a F- w¢Cr UZOp z Lu W ozz,y� z L 7 n J z LLLI °L--OC) Wur w N UU w L VJ w F�O 0 z z0 ` • cu > aU g z Z-L 01 O g n3 Q O 0 �¢ Lu p w aka o J ` cr- I- w0o� a op�- � (V C/) Za0- c�aa� Z �a o Z 6i w �au-0 J W 8Wz0 N Q Z S Z F �9 Z FZ m NO 06 g = a Z uj rn 7-4 a Cn X SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. SN J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX Co PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.811.7 ,good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel ,902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° ° FILL CELL STD. 90° HOOK BOND BEAM w `t STD. 90° Fr CONT. #5 BAR >I HOOK ��� BAR BOND BEAM STEP SIMPS( w/(22)' NAILS 1 5/8" � #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. A 4 max. /71 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"�min. 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING it Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * oversquash=20 blocks and Non -stacking walls C:) wall or beam below." require additional consideration. Check N � local building code for appropriate n details in One 10d box areas=20 of high or=20 sinker C,4 lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H47 m CORNER OF HOME GARAGE SIDE iz Do 4 f— a? ILZ H C G O 0 0 5'-0" Q - 0 STUB -OUT FOR 1'-0" 0 9 LO 0 GAS METER 0 ' o U O (V � • 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) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15 4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" N Od) nails at 6" o.c. 'Z/ Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over bt= locking and wall or beam below.* —� Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. ....,.......... • ■ • ■ .......,................ • ka?lt Le 6n A 1�" ROUND HOLE MAY —/ 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 1 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s@ 11-7/8" 2-8d 3-8d 14" 2-8d 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 SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =11 I —I I �I 11-11 — Nail with 10-10d nails.— Install tight to top flange. SLEEVE THRU STEM ° �. °. SEE PLAN FOR °• a . • a . FOUNDATION INFO °' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap I, Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web 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 D depth I -JOISTS BUCKETS N.T.S. GRADE i—REINF. SEE PLAN d a �jL�'.• d ° L a i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION a@ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 LOCATION OF SECOND H10A SIMPSON H10A ° ' }° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"- CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE / f— PLUMBING LINE d �- °. _ a d . d i:0 Z I \ • a • d A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d da. d na G a a a n SEE FND. PLN. SIZE & REINF. 0V Z M _ o FM Z co ot' z QE3 U, z V) CD � w � o *U — OLU c (D E o CN/iZD 0 m I- C"! /~� S J W '_8 N co C Rf ce) o00 ,= Qj liq it '�i U - L U_RAI OD O 2 � Q �v M Q d E• V a tlil3 � Wo a; cf , ^, C Y III!""''lll •"Lw� LL O m :=Ui O I.0 To the best of the' ine rs4l l4bLxi 8„i rmatyt� and belief, the structural Kdpb nd specs ,cati©on ned ref within these drawings co �lvizzI� ,t}� lI rida Building Code -Residential 6th h`dRPI ` ngineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. it CD O Z cV 0 N � If ll--4 (5q > M O M Q U0 - Lo �0 U) Q C U_ >- z � M � U M 4 z E Z W~ Jo d' oZ o W� Za �a w ¢ 'aw Z W w 2 �m, z raw LOU 0i, ULu LN OO i U) LLl B Z Z Z a } >_ U zW z DC 0*)0 5- a N O� c) w w H� O w x0 N Ci) Z¢;� $°�o Z Z a u_ J rL0-I W Q W z =¢�0 Qzo Pl- N Z �Tj z m O M� `^+ = 4 z z ,--I a cn SCALE: AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. SN 1 i -i, rat � u� ;:I„i,i,s,ii:� ,.; � ,,,�., ,.. 1 1 1 if ill I It ' 5/8"OR 1/2" HIGH STRENGTH J TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOENAILS @ EACH END s (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR „ GYP. TYPE „ X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. < 2x #2 SPF STUDS HGT, FOR WALL HGT. 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4% @ 3rd PTS FOR WALL HGT: > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ APPLICABLE. `v 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ° @ 6" MAX FROM END OF 2 x PLATE E 5/8 x 10 J BOLT @ 24„ O.C. W/ 1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 ., 2"0016" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR �1=►J1�-1 I II II -1II _I-°T111I° 1I1=I•1I1=oI1III1-=ii , I 1I -=7I 11I=-1 I1 I � l=--Ii I1I1==II 1I I x I 6=I I W1.4 1I.4 �x W1.4 f- - I •I. I 6I Ix 6 WII II 1.4I I- xIIW1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESHPITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 31/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. (#15 OR #30) UNDERLAYMENT " FOR UNDERLAYMENT FOR ROOF PITCH 4:12 O�3N4 T.-4" 1/ '( i 51, 1/2"(min) n.)REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ELEV. 0-31/2OR LESS. ° ° a x4 COA.F.F. N° oo TRUSS @ 24° O.C. U.N.O. C"!— "(min.) 4"=—12 II1 g I° a ° _ 3 /2 —a (. 4 (P.) VHURRICANE ANCHOR EACH GARAGE DEPTH VARIES I ° _I I TARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" ° 11=1I METAL PL. UNDER EA. TRUSS WI= .] I & 1 MOISTURE BARRIER (2) #5 CONT. 4„ I —II 8„ (2) #5 CONT. 4„ 8„- 4 n TYPICAL INTERIOR BEARING U.N.O. MIN. INSUL ION LE SHINGLE ROOF U.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL �a STEPrc C A� NAILING SCHEDULE ON SHT. „= „ a- „ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 53 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ��NvO s STRENGTH CEILING ALUMINUM DRIP BOARD PER CODE (OR 5/8" EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �M �o �N °�s 1 MID HGT. () ROW 2x BLOCKING @ CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / coN /� FOR WALL HGT. < 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT EXTERIOR WALL THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: @ 3rd PTS SEE SECTION C/S3 FOR ROWS 2x BLOCKING CHART ON FLOOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - 1"x P.T. STUD #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 FOR WALL HGT. > 8'-6". ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR G/S3 FOR ANCHOR c`t„ LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x S BOLT @ 24" O/C WI 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK N (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ W PLATE WASHER TYPICAL PLATE IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -- TYPE "S" MORTAR WALL SEE GG/S3) x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR G *SIMPSON SP1 (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 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 iv w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR a I— END OF 2 x PLATE WWF OR FIBERMESH r " ARCHITECTURAL TYP. `� 2x P.T. PLATE ASSUMED FINISHED .; PER MANUF. #3 OR #4 REINFORCING BAR W Uj ' ° . x 1x2 PT WD FURRING @ 24 O.C. FINISH ; GRADE #3 & #4 LAP SPLICE y- a GRADE 4o MIN. F - 4oksi � [ GRADE 60 MIN. Fy= 60ksi] � , D - _- - - a —I 11=1 I I —I �=1 I I=1 I� 4 p I e u D N z r D c ,10 1/2" GYPSUM WALLBOARD 1 #5 VERT. IN FILL O MONO OR STEMWALL Z ch - - - . -' FINISH GRADE 25" MIN. LAP 30" MIN. LAP [ ] � I=1 I �I I I —III I I I I 1=L1-1 I —r � 1= o • • -I' _I = U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS FOOTING MONO SHOWN FOR CLARITY D o p ° D o _ _ ___o0 1_III_III_I11—I1I_I11-1 -III- ° . D 6 MIL VAPOR BARRIER i � 1 e I-1 I I - - I -I I I -I -_I-_ T I I=�=1 I(=1_�1-- —__— z #5 REINFORCING BAR LU m R 1 7/8" 1x4 P.T. BASE NAILER 4"x4" INSPECTION p p o ° ° o° 1I —ill—I I1=111=111=11- z 1=III=III=III=III=III=1 I I ° . I • II=1-I III —II I —III- N 11I I i=III I #5 LAP SPLICE (2) #5 CONT. ON 3" CHAIRS NOTE: I I ° I =1 I— =1 I—� I 36" MIN. LAP MIN. LAP] r\ „ 31/4 BASEBOARD PORT AT EACH g *FOR BEARING WALL III —III —III —III —III —I 1= N -i COMP. SOIL. (COMPACTED TO -_ o . _ _ __ [36" 8„ 1.4n 8n (�'P•) FILLED CELL TYPICAL W/ UPLIFT ONLY ifIII=III=III=III=I - - - - 95%MODIFIED PROCTOR ASTM ' I I I I— I —I I N 11=1I I I I I I, 1 I= 10" N N MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co U) AT GARAGE CONTRACTOR I =1 =1 = =1 (= =I 1=I 1=I =1=I =1 1= 1 = =1 1= I= = = 1= I I- 1= I I- =1 = =1 1=1 I 1= I- 11= D1557) I I IEr� r�!:TT 4" V-4" i � l� #6 REINFORCING BAR #5 STD. 90 HOO co MUNICIPALITY. TO CUT BLOCK OR POUR--T_-1T - I�=„I=„I„T I-1T-T— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG m WWF w1.4xw1.4 wwF OR "FIBERMESH" � DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ` G SLAB INFORMATION. SLAB INFORMATION. r T - ° 1,1 ° I I, 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ ' ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH r = 6 MIL VAPOR 0 1 = = z �- min.) 4 „ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M �N ° M e o BARRIER 'r a C ° ° ' -v GRADE „ AT 24 O.C. MAX. CONNECTION INFO J • COMP. SOIL. ° I - - O° _ _ _ _ -_- ='�r & LAYOUT DESIGN ° _ - ° •. ° - TOP OF BEAM N (COMPACTED TO 95% - � - [- m _-___- _ - -° =(1) #5 REBAR w/ OPT. SEE ROOF PLAN �_ _ - - ° ° a : ° o MODIFIED PROCTOR - - - - - _ FOR STRUCTURAL -? I ASTM D1557 IF, I I �-I I� I1=1I I- If SCif2E[TN_E,NCLOSURE -I I_ III 1=�1 f LL, (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L BEAM SIZE & �' a CONNECTION INFO Th I a I I- I :. 1 2x4#2 SYP P.T. FRAMING w/ 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- zATTACHED PER NAILING FOR REINF. INFO. co o OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. > J SLAB INFORMATION. 00HOLD GYP. BD. �_ Uj SEE FLOOR PLAN FOR i 200 1/2" FROM SLAB w STRUCTURAL COLUMN SIZE SLAB STEP &RECESS S.G.D. M 01- OPT: DEPRESS SLAB 5 %" 0,_0„ J CONT. BEAD SEALANT SCALE: 3/4"=V-0" & BASE CONNECTION INFO. S3 DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ INTERIOR DOOR TO RECEIVE 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE = PAVERS /DRIVEWAY a -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND EXPANSION JOINT _ CONCRETE SLAB 14" 13" . GARAGE ATTACHMENTSCOLUMN TO O& 18/D1 RCH L PAVERS O.H.D. RECESS z O.H.D. RECESS E O.C. PAD FOOTING ^"' M ' CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. ATTA HME N SO BEAM TRIM PER PLAN 8" MASONRY WALL -- L` EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. EXTEND FILL CELLS - °� TO FOUNDATION PAD _ o r a , • " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' Cl)1 - - - - '.. . `. • ON FLOOR PLAN SIZE VARIES PER PLAN M - - - � •• • • • -• - . ��7}- � � PLATE TO CONCRETE ;ITI=LI I �f , ; • I I`) 1-'�I ;I i �L I •.. ` L=� I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo Z GRADE a III=�-1 oo TENSION 120#) CONCRETE SLAB E Cl) FILLED SOLID (SEE PLAN FOR 4 I —III=1 1 I - _ �_) I :. •:' .. I I= 4 _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT c� = I - °- a•=1 -111= -1 —I I . I— I- _ I O4 a =—III—I —III—III—III—III w •� .•y • . •. Ei c ch a O W (� W —III - • • a• _ I=1 I (= Z o �fl—I ( : •, .•` ll l I I I : •, .• —I c WWF OR FIBERMESH c, w 0 _ U 11= -1 I_L- , - _ = i'�III=1 a BRICK PAVERS or SLAB PER o o lit11=1 1= 1=_ _ - _ - - COMMUNITY SPECS " � - BARRIER — _ 0'-0" FIN. FLR: I IEEE =111=III=1=1 I =1—III W I- , I I� I I Ii IJ, , , Cl) 6 MIL VAPOR = = = = Ih� _ _ _ _ _ _ FOOTING -' SEE A/S3 OR J/S6 L I— I I I I I= SEE A/S3 OR J/S6 - I i I=III-_III=I I I=1 1=1 11=1 11=1 F -I I III -I 11=1 I I -III= I 11=III=III U FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE =III-) I = =) I 1—III-III- I I-1 I=1=III-III I III= I- BEYOND - 1 p (1 STORY) / 1 8 (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4 (1 ST RY) —1 III 1 III=1 I L :_ .• : PAD REINFORCEMENT 3" MIN. CLEARANCE \ 1' 8" 2 STOR 1'-8' 2 ST RY —III—III—III—I •1. ! SEE FOUNDATION ( ) ( ) 4" 4" �.. • coNc.PADINFO. (SEE SCHEDULE} FOOTING WIDTH SEE SCHEDULE ......:..... GARAGE DOOR SLAB RECESS ,J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KG12 PATIO COLUMN FTG. DETAIL N W SCALE: SCALE: -0" SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 53 SCALE: N.T.S. S3 a ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C9 zo z� J d 0 C9 W a--+ C) 0 L11 s o 0 U W �� p — U N M co® N U N O O = -5 lL W ¢rn O rn¢o D. N. C.B.D.0 eee oe .ee 0 � nV�y�bo o �• � F-' Z �� w h = 4D € LL. v�4 M ww To the best of the Engr ^ '¢ knowl orma d belief, the structural plari"srared sfjeti t'�,�]� $ ,ed within these drawings comply Huthnfi8�37-rida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z o 0�1, rn > U.) O M Q U-) f0 Ln °' uNi�Ln H � V Q Z W J 0 d' Mj z W� za �a F wa-,'0 �zgo Q ZWwIX � W �oz J Q a �a o UFUo J Q go z 5 Ole$ z a� z 4� o.�� r-I 0 Q U = Q� J 0 a k f V U- z o �cQa Z EQ�o J W w =S W,= rl W Q z � P Z V a~z N O Z Z � D m O^ C� g az £ r--i Ul) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S3 (MONO) i (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 --, 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Typ) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER P+ ..STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW o, 1/2" EXTERIOR GRADE SHEATHING —� o FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d — NAILS AT EACH STUD N 2x P.T. PLATE r` I5/8" x 10" "J" BOLT @ 24" O/C MAX / W/ 8" EMBEDMENT N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —, AND FILLED SOLID W/GROUT i 1 #5 VERT. IN CONC, FILLED CELL W/ m STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) L-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -o n 0 J N 0 N f- I 00 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL E K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE i GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES FORWARD E!SLOPE FOR DRAINAGE N SEE PLAN FOR FOOTING DIMENSIONS M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. E3 �a M 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 4 a d 11 $ d Q d d a d 4 d 8" STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN, PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J T LJJ \\0000 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 o a d BOTTOM OFMOUNTINGB POURED CONCRETE BASE FOR 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" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL ^u 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND 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) USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL 4 ° ° DOOR STOP w U-1 a 4 MOLDING TOP PLATE RL42x V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2 P T PLATE EQUAL @ 12" O C SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ,-CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" _---BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 71 (24" O,C. MAX) w/ MIN. 4" EMBEDMENT71 IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE I11� NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED ' MAN. • �10d @ 8" O/C x STAGGERED FROM BOT. _� �� ATTACH ALL SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4 16d TOENAILS REINF. INFO. TO `fbP PLATE a 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 SCALE: N.T.S. 54 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C 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 SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' 1 (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) F) F) PF) t .T.R. T.R. SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING _ T. E SECTION AA/Si 2X P.SE FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/S1 FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION SFFp 00 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR • INTERIOR HEADER: 54 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 f SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 4Q d ADDITIONAL DETAILS RECESS LINTEL a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 —\ SP4 SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING I 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W10) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD 0/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 j(D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 wit (12) 10d NAILS MASONRY TS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOL MAX. (MIN. PER BOTTOM o PLATE) 11 ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. [a Ur z_M 0 z z Q J V) 0 r..0 r0 v I t� = E 0 o CJ 0 M Lu — 8 off_ ( Cf6M N 'a cM 0` ON 2 U_ 00 �2,WCL $ Q rn rn o ® " c ad Quo CC— 4 0 1111 ua = o CP ULis . M ;L .' ¢ 11%o,. �'°• •• 117- `vim q°i ,and To the best of the Engin ¢, Wiy jge, 114 belief, the structural plans acid 5p@'lylc}D�ntained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD oN Z 0 (u N ro O M U-) Lr) -fV Q a. cn •L d' < C U_ � v a00 Q §Z � Uj ~ W J d- ;R W0 za a 08 U 0 � w U =Ewzz - 2 f J }ap,o o "�' 2S. l-,i?O oin Zo iV Z DC 4 2 O U _ J �¢ 9E H % a O J Q V° Qo X O U W Zoa Ws� z u o w Q 2 z gZ< < Z N N Z z Cy n 0 00 g W = �o ¢W r) ,-+ a U) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S4 0 r� SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) „ „ 1Od x 1 12" AT EA. �I ( ) 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24 O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24 MAX' TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSS BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ 48" O.C. RIDGE FASTENED AT EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 8'-0" 0/C. 2x8 SYP#2 "L" BRACE TO o EXTEND AT LEAST 90 /o OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w! (10) 8d SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1!2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 1 w/ 10d NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) `� O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL � NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"X2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH MISMSTSED VERTICAL STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" '� EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE 6 w/ (7) 2 1Od NAILS & (4)1/4"X2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (1$) BACKNAIL W/ (2) 16d NAILS 2) SEE STRUCTURAL NOTES '1 SP8 FOR 2x8 WALL) OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL @ 24" O/C F 2x4 OUTLOOKER @ 24" TOP CORD O.C. (OPTIONAL - SEE 4" MAX. BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF APPROX. 8" FROM SHEATHING TYP. FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT W/ (2) 10d & (2) 10d EACH JOINT W/ (2) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL Dig BLOCKING, FASTEN WITH M "T" 1Odx3" @ 4" O/C 2x4 ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w! 12 10d ( ) 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD x ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) TRUSS) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 -REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR N - N - SEE STRUCTURAL OUTLOOKER F@ 24" O/C X-BRACING, AND TOP N M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `° 00 0O SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ZDO0 00 APPROX, 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 7 EACH JOINT W/ (2) 0 AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2" 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS�i ATTACHED W/ 2 -16d �j �jj 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" 1� LII OSB SHEATHING ATTACHED OS 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 (2) 16d NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FROM EA. E ES AND 12" O.C. FIELD O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL 1/2") END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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)16d TOENAILS CONNECTION 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 2x4 "T" ON TOP OF PANEL 4 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g S5 ADDITIONAL INFORMATION SIMPSON HGAM11 W/ (4)1l4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU = MINIMUM 2x CROSS BRACING m (SEE PLAN FOR LOCATIONS) c (2)16d PER JOINT nvq 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N I= CROSS BRACING DETAIL ri SCALE: N.T.S. S5 r~ 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C 2"x TOENAIL 6" O/C RU W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS o � "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. E S5 O c` c c J N 4 U 21 6 S5 0 i / II iIt 11 II II II II II II CONT. BEARING GABLE END BRACING DETAIL LU MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 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 M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C Mnnn rol IQQCO 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 0 W \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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/ 1Od NAILS @ 4" 0.C�Mn TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/'6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. — — — d Lij it o O W o w d M o C� o ' 0 `r d w Q o r � o o T o o 1 IL ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO 'IL" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0' - 64" 6'-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 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS I.VIV 1. ULI"1tlIIVI] - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMI'SUN 51'2 W1 (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a 90� CORNERJACK Y LU z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) I T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO30'-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 C9 zo 13 CAD zC14 z <>~ n u) z V) 0 vs (Z p .` j — 0 w m E t�i) = o I— a CN J LU op 8 N M C f6 co N Cl co 00, = U s t i C CO Q� Y aC rn to FL� Al I " N,rt0_W o �� °' •' • t sit '9 MW r ccut mac.; w ate' .'<SOW V a Ty <, Q� - — _ M ld - o 3' 5 �71 �EEnrrgin To the best of the d �f 9 mation,. and belief, the structural plans an b ffl a Ions contained within these drawings comply with the 2017 Florida Building Code - Re ential 6th Edition. Engineer's signature and seal issidonly for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z N 0 0) N > Ln M O M `n a 0 •L it t� ^ Ce 6-Q 00 Q tp z W J � oZ �o W� za as �F �Qg� c�zOp Z uj z =�z a f J o�o U U01F, Z i Flunj zz o > C U z o c T'I J 5 � � w On 0 _0 1� 0 O U = 0 z ZJ 9LAJ ZoLL uj � Q w XO O 6 Ed O¢O� zWo� a o z z t8 �a�u- W a�oHZ J rl Q z o $¢z Qw N k z �j a m g = az SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S5 IFIF �i l[: 1�1. ilnes'i=a--I'Iii'E��.ir� ri. k L J, Ac C E 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X4 1/2" DRYWALL MAX. , UNACCEPTABLE INSTALLTION 8 DOOR JAMB (REFER TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYPJ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING � " 3/16 !?1 X 3-1/2 LONG TAPCONS FURRING #5 REBAR ` TYP, ( ) ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16' 2X8 ` BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED 16 O.C. @ O.C. 2-ROWS INTO 2-ROWS INTO 1X8 STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1_1/2" DETAIL MASONRYTHROUGH 3" DETAIL FILL STD.90 ` @TOP & BTTM CHORD, AND (8) 10d TRUSS VERT. 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. SOLID BOTH CELLS HOOK (TYP.) FACE NAILS @ WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER ix 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR ` BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 _ 2X8 P.T. WITH 3/16"0 X 3" FURRING + NOTC @ FIRST COURSE � SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2"SDS SCREWS 2x P.T. AS REQ'D LONG TAPCONS 2X8 P.T. STAGGERED @ 16 O.C. 2X8 ' ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES ' ` BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPEN INGS(`CC`,N`wwllwlli,, LED CELL PER FOUNDATION PLAN KH FILLED CELL INSTALLATION RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK mill. SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. ( A -A =1610 # FOR 2 STRAPS FILL 1st COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX ,t 2 0 8 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1l4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"x1 1/2" SDS a 1/2" DRYWALL * "-- SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 4 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B.. ON THE ' BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. d FURTHER INSTRUCTIONS. ' SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERRAN ��. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 A T EA. END RETROFIT TRUSS DETAIL ' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\\_2M x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1 /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X O�FRN TO TRUSS P CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" + qN �NC'Ty 11-011 51-0" SCALE: N.T.S. SS O.C. 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + BLOCKING AS INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED + + REQUIRED .° B_B 1A" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° o: ° .: .'o #5 BAR > o' 2'-0" 8" + p 10 ° ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + b'° 9 - °> IN TOP o 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . ®s EACH TRUSS > • . ° UP 7, a , ' KNOCKOUT / N CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)1 Od CONNECTOR®' ° NAILS AT EA. END PROVIDE 2x MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) _ SIZE AND REINF. PER PLAN ' VERT. BRACES WHEN HGT. OF EA. SIDE TAPCBUCK 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" - (AT 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 .> ° ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTELJ ° o BUILT UP PLWD. BUCK - ffTANDARD ; HOOK N SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/,." WOOD FOR OVER HANG FILLED CELL - � � 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") It `. . • .. . ` ., . s • ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ` ��, ' �, , � ssk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING DETAILS SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXISTING BOND BEAM. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER DRILL 3/4"x5" MIN. HOLE SET BAR IN D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD >- � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN: 3" EPDXIED w/ SIMPSON "SET" z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g'-Owl EPDXY MIN. 6" EMBEDMENT & SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° —�—T O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL --� o o c . v a REINFORCING AS FOLLOWS: SEALANT < a Q 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. gD _�_�I-ram #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ ° -I 11—I — g EXISTING FOOTING NC (2) #5x6' IN CO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I I I �r, FILLED CELL SMOOTH. DO NO FURROW. _... — — LE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT JT(--7T� GRADE P. o F SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p g ° G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° Q REMAIN FREE OF MORTAR. NOTE: Cl) z ~ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ` a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o . (2) #5 REBAR. MIN. 3' TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. COVER EA. WAY 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 or A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0° SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 -La z� —o z� Q r z V) (D Q) cr) (DIM 4-•-j w p 0 E c%) _ o C) Lu 8 a)M Cl0 cMM T 'd M 0 — = Qj win N 0 0 L I - co -00 U� U iu y c x d � t=C t7I s O N C H D C D. caN�oT tZZ,� _ VV) `b z 1'.-_ Z's. F L. F w ocZi d . UM W I)FESS 351 �a,l111111!In 1 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O 1� > U M O M Q U Q IL F— Q .e QC U ry ' q Q � � Z W oZ �R z d �a wa-� UZO0 lZwLUX 2 w p Z J �a0u1 o�io U L FF O 2� ZZ p U Z ` cy o g 'a O J< Q W U = O i J t I— W uJ�OU d OP R ZWz Z wa�E J Lr) LU Q w Z �Zo Lu g N Q�Z Z k Z 7u 4Z 2 ui ,-� ill U) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4sO SHEET NO. SS --,- T- T ---f - --� - T -- CROSS BRACING DETAIL (TYP)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , ^ DIRECTION TYP. G N S 0 0 N N 00 as 0 0 J N 0 N I `�/—WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" DIAGONAL - AT 8'-0" MAX CB VV! G-IVV `W L-Al,l I It1VVV VVL-U TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ -EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP__ CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT, A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. � A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1 /2"=V-0" (2) 2x8 #2 SYP % O.S.B. FLITCH Pl TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8 O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SIMPSON HU0410 w/ (14) ,LSEE PLAN 'I FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM- SEE ROOF PLAN FOR MORE 71 INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT �a> SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" .u.. MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d BUILDER FRAME RADIUS AS REQUIRED SCALE: 1/2' ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS � OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) — SECTION AT LOW ROOF 9 SCALE: 1/2" = V-0" W VARIES 2x STUDS @ 16" O.C. G ROOF SHEATHING SEE 1/S5 FOR SEE PLAN w/ SIMPSON SP1 w/ (10) 10d W ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUOSS NAILS (T 12 )ASE & SIMPSON 10d NAILS AT TOP SP2 w/ 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. 4" O.C. INFO. 16" O.C. W/ (4) 12d —�— COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END TRUSSES Q STRUCTURAL SHEATHING PLATE & 2 12d END O MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS (BETWEEN o ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD ) o SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHED o E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 00 CD VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ E ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ 14 10d x 1 1/2" NAILS ( ) TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. xx o STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO ae. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ • MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. i °' W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR � � TO GABLE TRUSS LOW ROOF TRUSS W/ 2 2x6 BLOCKING UNDER FLOOR G.T. ( ) MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. � °� SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END o CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLErj� SECTION@ BUMP OUT 39 M - SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" W Q DETAILS & SECTIONS tD r M g N < a Ln 0 Q) C �-' UJJ .Q LU 01- E o C�%i 0 m^ U '� s g c � N a M HE E _ U� �L`� of° 01-o MEN= a� � 0 <c m it ao ® ® N C'B.D.00 rrr N k26 44 �' AF L W �LW � • .'' jZ F E S �'���NN S To the best of the Engineer's knowle ge, in ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ?t 0 z No O 2 N P�4 O rn M a��'n 2E L LI� z IT00 W J d- Mj �z �Q za a� Oz8OL� ZUj 00, O - aOln 8'-A, /� W to o L a� 0 Z O a Z zZ > z a1 U U O06 "� z V = L� o �- 0 J W X8 w22 fV or- ao< zwoz:¢ Wi Q V_ z g�xo Ogg w J ri6-Fz L ri v, Z 8 LJ J u N Q Z <&Z z a�z aLj m fV z J Jo aZ rn � � = z ri d. (n SCALE: AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. D1 ^' ^ "^ WEATHER ✓E BARRIER & ;ARILY SECURE WEATHER RESISITIVE BARRIER TAPES (ASSEMBLED NANDON! ) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 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 DO NOT FLASH OVER BOTTOM NAILING FLANGE c d x TZ 0 N N I i 0 0 J N N 00 E 0 x 00 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW 1 ���VI IIIY�J I L/'lVl IIIVV EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN ___11 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) no SELF -ADHERED FLASHING E AM Q 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 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER C©: 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 IHERED FLASHING me 2 14 5 1 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING Me, DECK JOIST HT I OUTSIDE CORNER FOUNDATION WEEP SCREED NOT USED ' NOT USED NOT USED W �a I Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R609.1 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 R703.4 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. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water 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 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6 x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 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 corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all La 0 V 0 13)M - o zCO Z Q Iz crs w 'U - M (D-p wV) 01- .E E V)5� o 0 V ~- 8 a M M O o`" S U L LL 00 ati 0 co Qm 0 Mao �® N,C 6,D•C '�v o N 5�A o v rn to o ZZ --� ) LL N O O J w lL _ 16 M UJ "- Z .C/) n W z O v � 0 ca � moo IZErn °? IL mm a.:1 W N¢M; o0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. 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 fV 0 O a) n 1-*1 :L-1 C:) �V)Mo Z fM Q V) 'iq) a to 0 Z LL d Q V �" 0o E fQ z W J � d- MJ 0, �R za J� W¢�ir UZ80 ZLuW� Z� 00,�Z - 0 J (/) F &W E o J Qoo i Z zo � UJ f Z z Icy- Z cu O o o -a -0 �--� Z UU _ Cc LL1 Lu o� ° o F Q (V Z¢O' W&Za�<Z QgLuLu x0 Z W "_u-2 a -I Lr) r-I LJJ 0-go�Z cn 8 Z z u gg~ c�v ¢ z Z j a Ln °° o Z a Z Oui = ,-+ a V) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. W P m ,J USP Stock No. USP Connectors Florida Statewide Product Approval No. Evaluation Report Basis (2018) Sin'p-n Stock No. Cross Reference Florida Statewide Product Approval No. Evaluation Report Basis A3 FL17244.1 ESR-3455 A23 FL10446.2 (2018) ESR-2608 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 HD21E-3 FL17232.3 ESR-3445 HU218-3 FL10655.29 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10855.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU810 FL10655.51 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM 10 FLt 7899.1 Evaluation Report HGAM 10KT FLt 1470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL176B0.4 Evaluation Report HETA20 FL11473.5 SIM200802 HT716 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FLt 1496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FLt7244.8 ESR-3455 HTS24 FL1045624 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2813 HTWM16 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210.2 FL17232.6 ESR-3445 HUS210.2 FL10655.92 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10655.93 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FL10665.94 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10855.96 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10655.97 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL28 FL17232.7 ESR-3445 LU26 FL10855.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210.2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10855.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26-2 FL17232.11 ESR-3445 LUS26.2 FL10855.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS48 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL70867.71 ESR•2815 KST260 FL17244.15 ESR-3455 MST60 FL10652.7 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR•2105 LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 LTS206 FL17219.2 ER-0200 LTT206 FL11498.3 ER-130 LTTI31 FL17219.2 ER-0200 LTTI31 FL11498.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10458.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10448.3 ESR-2608 MP4F FL17244.24 ESR-3455 LTP4 FL10448.19 ESR-2806 MPS FL17244.22 ESR-3455 LS50 FL10448.18 ESR-2806 MPH3516 FL17240.3 ESR-3447 WM1416 FL10887.86 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA38 FL70852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244,28 ESR-3455 MSTC52 FL10652.11 ESR-2705 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10458.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.58/11.25 FL10866.12 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL10866.12 ESR-2618 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2813 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10458.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 Htpq FL10458.6 ESR-2813 RT 18A FLt 7236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 Hq FL10456.14 ESR-2813 RT4 FL17236.3 ESR-3448 H5 FL10458.15 ESR•2613 RT5 FL17236.3 ESR-3448 H2.5 FL10458.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A FL10458.12 ESR-2613 RT7A FL17236.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10458.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 Spa FL10458.44 ESR-2613 SPTB FL17244.32 ESR-3455 SPB FL10456.45 ESR-2613 SPTB FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTHB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10855.141 ESR-2549 SUH24 FL77232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10855.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR•3445 HD08-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3446 MSTAM24 FL11473.19 SIM200802 THDH414 FL77232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM28-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +g7,0/-87.0 psf ThennaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.8 +67.0/-67.0 psf ThermaTru FirberClassic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 7hermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +87,0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251,10 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential VNndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Nr6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.t N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239,7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors -Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261. t -F-0 U N cn Cu U N N Q Q O O .� Ca0- U N C � O (a (n O C O O CD O U_ !E � W L 1 - = .- ``�^^ VJ Q E z Cn ` v 0 0> L 0 /�� CL Q U O L CL W U M 0 L_ CU Q W Z J Z Q J SHEET NO. PA 1.0 � I I i ,, 11 i i ll tr r!;iIWLEI,�G�ti.fl�it hllYll itllYill ijl(�T Y IrIY,� I!;� �i�";, 11Y, +-a N Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paga 1 ir"1e Florida DepaMienl of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pawl 116r201e Florida Department of Business & Professional Reguatio Building Codes and Standards Product Approval Application DWH Focal 1161m18 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I a2 1/5=6 (n +„y .� U = C Q Q� Q O O �_ Q �✓ ♦ ) •� U i�a y� CIO � 0 � v _ v_ 0 O L O ^ C O ll O LL C1t V O '� �a� :n � O /11 - CIO —� coM— �"' W 'tea vJ y,{ A W> O Q FLad011t4tl SoOe EolleLar gain gag 21atbadls One Lni Ymtsn [1 SmoYrd E�B,LIesas df�elm.mc MetlrYad 1 App®nd � Rwbbn 2017 CAPgotThu Corporation Rick 290-1 Lyndon 9 Sdanbt. P.E. Ryan J. King, P.E. 101752017 07I121mi7 10M82017 12H22017 Approved Cabpory: Exterior Donn (41p)298-1740 PE-43409 (819)787-0665 BumCstagerY: Swinging Exbrbr Door Assemblies Compilers ll Evalust on Report from a corm Florida RagisbrM AndWsdoraLlosnsed Florida FloMabnN Enpbrc gIaBMA�me Aponowdfor les Am We mm Deem EaaE Product 1110dol,flumber or hisms, product D.Bodadw I Lk= Out ki, HVHZ fpsMan reassigns, 1 a Tlirme-Tr Flbor-Cesare and SmooMSnr Nominal to Edge Painless Door t Opaque 1T1S112020 No Yr No WA COmpoeb Edge Febgtoas $fixate Door (InswMplOWwing; X m+d,aurenwx) FIi264Natl 22112 Enlister 20 Des Data pending, 20 im VOW_a am= Enw La u nu Vesdldaaa YedOtled Lameses > Amlmed Lima Revision 2017 Themra-Tor Cowndion Rick Wright Lyndon F. Schmidt. P.E. Rym J. King, P.E. 1211=017 12/13I20/7 12121rA17 Pending FSC Approve cob": Exterior Door (41a) In8.1740 PE43409 (e13) 7874M SumCaypery: & rift Exterior Door Assemblies rlobvernbMacene•eaets. Compliance MWad: Evok adon Report from a ism Morxta RegWond Arohhetd ors Lkrnsed Flomda Professional Engineer Fra2o4a14e2 � FaCas[ 21M 21M D 20 ties Manion !ice E�aLI� Aadde as Yelldeed Ladrmred L35iAparsxed As[sa9 Lama Revision 2017 Therms-Tru Corporation Ride W69M Lyndon F. SoOmbL P.E. Ryan J. Kong, P.E. 10115/2017 0711202017 10/1812017 12/12/2017 Approved OWpory: 6darhr Dope Nte)2p8.1740 PE•43409 (B/3)787a565 Corple9e7• Swinyerg Exist& Door Asambtles ddcr�rxbWpeomitionts. w a Report hen a sorest Card aRra MrMmEwlwed Ambled Florida Registered ArehSrxoraLiosnasd Florida Profestlonal Engineer PLMU14t2 ProductsFLae0467412 guw&Aemesoes Aootm�Use A�t� kum Rod= saes In i Outside HVIR team py B f. Therms-Tru Fiber -Classic and Smooth-81ar Nominal 8M9;0 fto ;Non-Imped&quok Opaque 12/3112020 No Yr No WA Co ertro Edge Fbrgbee Single Door 0 vtouhg; X contquratlan) FLesral4tE Sods SfAltsLat 21M gala Dab Parading 2da Miss Manias ! l nets & uesaes ww.ew ey Validated &&NOW FI Animated am melon 2017 Thema Tru Corporation Rick Wright Lyndon F. Schmldi, P.E. RYM J. KYg, P.E. 12/1312017 12H3t2017 1221/2017 Pending FBC Approval Cab": Ex erbr Door (419) 2es-1740 PE434DO (813) 767-MS SubGtegory: Swinging Exterior Door AwmMW ddnwCnvblidgiconrsams. Composites NWw& Evaluatlan Report hom a win, Florida Registered Ardhbot or a Ucensed Florid. Professional Engineer FL92OM4ts f� Ena,a 11da Des 2 Dora tis Yanlgn l !ice Eursas[LLMM vrrmbea ValliBe9 SFr FoeAm[mvt Aa�rffi Dldia Review 2017 Therma•Tru Corporation RbkWdQM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10N5=17 07/122017 10/18f2017 121121201T Apgowd Came": E7dlrbf Dedn (419)295-1740 PE�94118 (519)75T6666 Subcategory; Swinging Exterior poor A�ys rldm�nwDigoonselanb. F�brlda RepfaNrW Evaluation Report from a son llansetl FbrMa � Professional Emgkhaer Produeb Asa�ndfor Use E fgl.a gnesd 2nM Ems Productilladal. MU Product 60MM gRomd1mbonaw In H%w ouboolim resh a d Pressure 9 i. Therma-Thu Ffbw-Circe and Smooth•Stor Nominal n&P38;8 &quotNondmpsd64uot; Glazed 12/3IMM No Yr No WA composite Edge FloagWs rows Door �; X con8gunitlon) igi204614t8 Lied! Eats or 20 go Data PJlealm Deg ties Ymles 1 S2d E�il�s Yam � 0a11W W FA4.Apprsrtl A� ELaIa R-Mm 2017 Therme-Tor Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. IOrg, P.E. 12/132017 12(1312017 12/21PM17 Pending FBC Approval Category: Endedr Doom (419) 29b1740 PE-43400 (813) 7674M Subcategory; Swinging Exterior Door Assemblies ridaw®rvrbkgaoneuaante. Compliance Mesnd: Evaluation Report from a com Florida Registered Architect r a Llo mad Florida Professional Engineer FLON ITR2 Satlt lEnmtJu ga Dra !me lye! dJtrslm gaffied Epp�[3J,Lsse dfelldetadter dtsltsdad iaQmllltd PJiSr.Apa[mml Asrsysd AMaa Revision 2017 Therms-Tru Corporation Rick Wright Lyndon F. Scl mktt P.E. Ryan J. King, P.E. 10/152017 07H22017 10/182017 12/122017 Approved C�aory: Exterior Doors (418)298.1740 PE-43408 (813):87.8565 Compliances: ashed:hg Exterior DoorAaeemaiss co m®rwbkgcomatenb. Compliance etoW A Efted or a Rams from o cam Fiords Registered Arched or a Cleansed Fbrxta Probsebnal ErpInser H Produce, AW,,d forUse histad DOW- $lair l ElidMl�Qln In HVHZ BtlW� 14 n. Themes -TN FDr-Cheek and Smooth -Star Nominal n8Y39;0 &quotNon-hnpact&quof; Blazed 12/312020 No yes No WA Composite,Edge Flbrnlaac Shia Door (hlewinglOutewinp: X m n ! S� EnOW al gaga Dam 291 Version Validated Sit Y Anammid Revblon 2017 Themta•Tru Corporation Rid[ Wright Lyndon F. S&Av*k P.E. Ryan J. King, P.E. 12/132D17 12113=17 122f/2017 ding FBC Appn CM$Qar. Exterior Dees (41n) 29ebUgo PE Subcategory: Shoal: E Euation DoorAasan a co ev@nwtlpoensueanis. Compliance Matlhod: EwkMtian Repot from a �» Florida Registered Arddbw or a Licensed Florida FLt74a414i-�Aata F191201614M Products protonic" Engineer 11022 1 IhLAWIrsOes A Use Awlse 11LI li Outakila maaa HM Resistant Raw F.!!!>ami AMA Quality Assonance Aeeroved for Use Approved .for Use InHVHZ outside best Dlelm Haauarffi Pass elst Iltes Product Model. Nwnbw or Name SLraICAeeumes Product Description A EXDIrRlkM DNA Approved far she Awntimil.1,Use In HVHZ OutsideVNL Imud 2WO Redolent Pressure F1.021I 140Probeb Angered Jim Lim Approved for 101.2.1, posted 1 a. TheMa•Tr PNerCWtle end Smooth -Star NomMN 8&Edge ibea;NO Single tquor Opaque 121911R021 Composite Edge FMgisa Single Door OmwingtOu�kY; X wnagurallon) No Y. No WA 6 f. Tberma-Tru Fiber•Chssic and Smooth -Star Nominal 8&#30,0 &quot;Non-ImPocIkuot; Opaque 12/31=1 Composite Edge Fiberglass Sigh Door O•ael•a/o•tswIng; X eordgurNbrl) No Yee No WA 9 I. Theme-Tru Fiber -Chars and Smooth-Shr Nominal S&M;8 &quoCNon-Impadepuot; Glazed 121312021 Composite Edge Fibrghn Single Door (1�WtplO wig: X configuration) No Yr No WA 'Kgd Product Model. NraNrr r wore n. Thenno•Tru Fbr-CWNc and SmoodiShr NmenI B&139;0 UpotNa-hnpad6quol: Gloved 12131=1 Composite Edge Fiberglass Shgb Door In HVHZ Z 1! No Yr No WA Boarakerborts1WnLL JW ( ; X con un ) Florida Department of Business & Professional Regulation Page+ a+ Florida Departrnerd of Business & Professional Regulation P.P l e 1 Building Codes and Standards 1155wa Building Codes and Standards Il=is Product Approval Application Detail Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Page i a+ lrermle Florida Department of Business & Professional Regulation Building Codes and Standards pew + a 1 ,Nrm+e Pltlai2&Bd ProductApproval Application Detail Product Approval Application Detail 2M 1ln w or Rik gag Date Pandm 21M Ssde EIS gate Des DaM.lisindlm gala Late vasdgn lYodilaaal K Sanad zndmK lkm validated By Mard&Yd IWM Md FIIIC Amrslnd Am®red hags lynx Madm masidallistis Canest Erich—& Liam vac Valued 8ramw FOC A-miral Acatnnnd At.Ya Revisbm 2017 FL#152216PA Products Thsrrn -Tru Crporatlm Category: Exterior Doom subcategory: Swinging Exterior DwrAssemblba Compliance Masted: Cedf6u5on Mark or Led" Rik Wright National Aeasdhtlon & Ryan J. KIM, P.E. (419) 290.1740 Msnaprmr4 hhsoh a (Sill) 7675665 dckwm/wbMgwrisNhnts. can 12/20rm17 DB/212017 122=17 Approved Revision 2017 FI.M5225-lilif Thane-Tru Corporation Category: Exterior Doors rrbCebgory: swinging 8 I Exterior DoorAeeembil s Compliance Method: CSNBntlori Mark or Lietkig Products Rik Wright National Amaditation & Ryan J. Kin, P.E. (419) 298.1740 Management Institute (813) 7674IN5 ddm�rwbldgoonsuBMte. 00M 122=17 096!1=17 1222=7 Approval rift Lees Ymlm Revision 2017 Laadeshlui Mr Nardcwo and Doors Category: Extedr Door subcategory: Skate Exterior Door Assemblies Enft lagbn C Sanesa SaBdemL4lar Brent Stergor Luis Roberto Lomas Stews M. Umdh, PE (717) 365.3300 PE-M14 (717) 31734M boVAnol@MhNd.core Q!M D� DJ Yeesead Elamred iEgeauaYr OBM32017 OBN 1r2017 08115=17 LAM Aoor� 10/10=17 mesa Approved Varel Lrse Meteor Rwiskin 2017 agnutsminr Mr Window and Door Category: Estonia Doors subCatogw. Sliding Oderlor Door Assemblies Emblem, u VNlidew ev Siantl'd 1PAatseselLlles� Brag Seagr Luis Roberto Lomss Sloven M. Umdl PE (717) 355,33110 PE82514 (717) 317-6454 be"remdwd.c0m gas Dora )!!dam L1ulQmaaed BiD.Amlmu! Apgeeed o8M 32017 0011112017 OB/162017 10/1(1 017 lHma Approved Amentarod for Use Approined jor Usia Lresd Design QLaft Assurance Aggrond for Apormad Ala use lased Design Compliance Method: Evaluation Report from a Compliance Modoid: Evaluation Report from a tort. Product D atletlon CgDkWJAW002L2111 In HVHZ Ot14reJHHiz teased P—re AMA ProductfillodaLliluniberorName Praised Description Contrast E1 Deft Iama¢ Sbnere.HVw Hstsass PJsxm Florida Registered Architect or a Licensed Florida Florida Registered Ardatod or a LI, Florida 1 a. &quo;ChaMaCrM&qua; and &quoL6endumrk by TMm)G-Tru&quok 64 and e0 Opaque and Gk-d F®rglra Dom with 121312021 and wahpa Skbates, hewing and Oubwlg No Yes No WA 6 a. &quotSmoothSlar&quok and &quo;Bandimark by Theism-TmSquot Be and &0 Opaque and Glazed FdngWs Door with 121311=1 and without $losAa. h*AV and Ou swing No Yr No WA Aw Prraesw" Engineer uctsFW15332411U QuallistAssurance Aparomid forties AmBmad for this In fOH¢ SMesWeJMLZ law l Design lR�m Probeb Aw PrNsolo" Engineer Aaarovndfor Use Appraired for Use leaesf In HVHZ Dd i 21 Ma Dumb claim snmb entails, 3 BERlEB 420 AWMINM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131,2018 1453/1&quo0x95&gtgt; No Yr No WA 4 SEPoES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX. 12131=8. XO, XX 95&qua;x9eftot; No Yr No WA Florida Department of Business & Professional Regulation pap 1 Of Florida Department of Business & Professional Regulation Peg.+ of I Florida DepaMrent of Business & Professional Regulation pap +a I Florida Departrnent of Business & Professional Regulation Paw, a, Building Codes and Standards a1m,e Building Codes and Standards ,/Male Building Codes and Standards 1=18 Building Codes and Standards + +e Product Approval Applketlon Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ns F,,.M •• _ Seats Late dtsolm Revision 2017 !ate MI Windows and Dore Category: Exterior Doors SuhCabb": SMing Exterior Door Assemblies Combines, Method: Evskoft Report from s EnWor Sim E..b—ALicense Validated By Brent Stanger Luis Roberto Lomas SUven M. Urmh, PE (71T) 3853300 PE32514 (717) 3175464 beMn ewli miwd.can go 20 iNgdow 8aamrad 081192017 00/11/2017 !> gag FOCAwro3r AgaA2nd 08115=17 1p102017 am" Approved r vH 5332 -_ Sadt Lent Mxtlm Revision 2017 Itsteludisr MI Wbxtows and Doors Category: Extorter Doors Chabemgary: Salo Fxbrior Don Assemblies CrrplMw Mserd: Report from a EeltMst Simtest EoaaeslJ.License McBlaed.6, Boor 8sanger Luis Robert Lomas Steven M. IMdh, PE (717) 365-3300 PE-02514 (717) 317-8454 bekangerQnlaWd.lrorrl gala 20 Dole ParldilM Yelp 5rramllMa FECAMMal 0e/1=1117 ON112017 MMSa017 Deg Approted 1011012017 Awn Approved FLIHELd142r9 Slide Lose lad4II Revision 2017 Wavisagm Clopsy BuBdinp Products Company Csbgmy: Exterior Doors subCategory: Sectlonal Exterior Door Assemblies Compliance Method: Codification Made of Listing Ens, or Saraest Encless, IL License vaeer.ae. Mark MMhrlisM Imedek Testing Services NA, Gary Pkehbr (513) 7708082 Inc. (513) 519-MM Rik Dora 1 Vollialled AWmftd F&CApproal 11282017 08R02017 go Approdntl 121052017 Llraa Approved Sarin ])rat VW- Revision 2017 IAmufsalm Cbpay Building Produces Company Category: Exterior Doors SuliCategory: Sedbnal Exterior Door Assemblbe Compliance IAMod: CeNBceUon Meek or Listing Enft or good EnpnwjkLJsres validated By Mark Wban6ew Intermit Testing Samloss NA, Gary PW.hlar (513) 7704XI62 Ind (513) 51945e6 mwstedwedopay can Dd� go ltsteJ� Deg Vailtlesd 9tarstlWi MC Approval Amnnrad 11=017 06/102017 12AMM17 IElma Approved � es Florida Riegbtored Architect or a Licensed Fbdda Florlds, Registered NW or a Afetsted of a LIWnrO Florida CIO Professional Engineer ProbesbrwiEI ApprovedibirU, Astortnled for Use Imalyd OWING Quaker AssuranceAporiond for Use Aes!>mad for Ltsa broad $!log aNm! Preree Medal.MUMeraxahr In HVHZ S>esideKHZ Rod" Pressure AgaL 1. HVHZ S>r�eslHz Hf4fess Pmlma gabLawamn Animated for Use AQprond for Use IM= DesignQualb Assurance Approved forUse Aoorred for Use Imsd Deslm 37 037 W6-09 PAN-2F151: 84A, 94, 79, 75, 1500,190, 76, 76V, 4RST, 4RSF, 6RST, SRSF, 2RST, 48, 42, 55, 486, Steel Pan (min. 25 ga.) Slite"r (UP to OV wide) o5212028 W INDCODE&N174;W S Genies Door No Yea No +30 PSFI32 PSF 63 053 W&16 PAN-2F163: 84A, 94, 73, 76, 1SM. 190, 4RST, 4RSF, 6RST, SRSF, 48, 42.55, 48B. 42S, 55S, Go$$, Steal Pan (min. 25 ga.) Double -Car (97 to IO Cue 05212028 wkb) WWINDCODE11e174; WIG Geroge Door No yesNo a30 PSF/-30 PSF aMat Product Model. Number or Nam Proilact Descriotion Contrast EXDhagpn Dab In HVHZ Outside HVt¢ 1 Pressure AMA ProdrelMotlN. Number r Name Product DeboOndw Contrast Expiration Ddo In Iris OUM& Peones 42S, 55S, Goss, GDOW. GRSS, GR68V, ARSE, ARSSV, GD58V, ORES, GRSSV, ARKS, ARSSV, ED&S, ED5SV 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12131,2010 No Yes No WA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SOD OX, XO, XX 12/312018 No Yas No WA EDSS, EDSSV 1463r4 Uad,8011,gwt NON-REINFORCEp 98&geu0Sx606ghb1; NON-ItEINFORCED O m Florida Departrnent of Business & Professional Regulation Reg Building Codes and Standards Papa 1 a t 1=18 Florida DepaMxnt Of Business &Professional Regulation Building Codes and Standards Paw, a 1 Itswis Florida Regulation Department Of Business & Professional R ulation Building Codes and Standards Paw i a, 152018 Florida Of Business &Professional Regulation Departnent Reg Building Codes and Standards Pegs, a, �+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail m � P3d1IL1241111 Sunda Bright I?.M gnl 21kamoR 20 Lae YlNm laesulardaru Sauuad Lmtsst411�es Validated By YaVdrtsd EmrsAad 11D.Agasnl Atesslnd Etsaa Revision 2017 MI Windows and Doors Brent Stenger Luis Roberto Lomas &awn M. 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In HVHZ G Yea Yee Hoak" Yes Poetess WA Alas 2 ProeetMete.Number rName 185 SH C S�ffiL1 S2rB4 FinvFlarge Form K61S0 Singh Hug 10092018 a InHVHZ Outside HVHZ Hest No Yee No Prison +BW40 5 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 12/3112018 No Yn No WA 1/3&quaxBS&quaF 017 FL 0. 261.10 Cn Florida Departrnent of Business & Professional Regulation Building Codes and Standards Paw 1 or 1 +r"Id Florida DepaMierit of Business & Professional Regulation Building Codes and Standards P.w I a, 116=16 0 V/ Florida Deparbrient of Business & Professional Regulation Building Codes and Standards Paps i a 1 1=10 Florida Departrnent of Business & Professional Regulation Building Codes and Standards paw 1 e 1 Im m+e Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FLtt4laiBt FLAIMS V / Siva Lint Version magdamlre 1°r�[.ar contact Eli LMeds Validated By Des 20DesePapoloe ]mood NOMU 0 FWAparawd Des Amsesed lam bode Lies Ywalm Mmdmw [ EotlhLp[ Contact EnrlodsCALiceesa Va9dabd By Qtla Dee geM.hadlte Dee INN" S FBQ AesmrY Aao®nd Awe F Aillutl o 13,111527EH1 22111111 mm Version Revision 2017 agate Cbpay Bdghg Product Company Category: Exterior Doors Enva 228M EOgbmLtLmm M6i�r Mar WhWrSSM IMartNc Tramp Smbsa NA, Gay WuehW (513) 77UM Ino. (513) 5194 m go 2111111 Ylidm ilmrSad 11292017 0&102017 Dim pencim 20 FBCADDW d A,,r,,d 12/052017 Am" Approved gmEnm Lose V— Revision 2017 mmudesaesr Cbpay Boding Products Company Cabgay: Exterior Door or CAMI§ d Email—&L�e Y�aeLfM Mark YlrntarMxt Irdartek Tsang S.nloa NA, Gary phehlar (513) 7704M Inc. (513) 51"W 210 21K Dab P&rd§rA MINN OgCmWed FAC Amssrad 1128/T017 OM102017 21111 A W-,d 1210512017 Elmo Approved rtevisbn 2017 he Windows, and Doors Subpory:Vdndowa CuhCabgory: Fixed Caa+Plia+hee nistlhod: Cehtificetlon teak a IJtdeg Brent S3anper Mtodcan Arddtodurl Sawn M. Urkh, PE p17)385390D Msratodurera Aaotlatbn (717)3173494 aNangerQmMtl.cM+ 12131=17 12/3112017 01104r"s Approved Revision 2017 PGT Industries Cabgooyety, Fixed : Fken Cubc Compliance CoanpRaea Matlad: CertlBcetlon lark or Lbag Dean Ruck MIsmFDade BOLO-CER MIMti-Dods SCCO-VAL (941)486-Civil (786)31&2680 drarkQpgtlntlwbNs.00m 12a=17 IZUM17 12=017 Approved /� O L— subf:Wppy: Sectored Exterior Door Assemblies monidedaldedopsy.00m subCoft"! Sectional Exterior Door Assemblies nnwaterEaMQdopay.comiFIJ153494tll Products F1.02434211 Products Compsonce Method. Canlficetion Mork or Lbhg Compliance Mased: CertlMsdah Mark or Lbtlrg CL 13 p;astB2714b5 Products tan! In H HZ Dumb MVHZ Belliagg Pinson, Ems Namara Nary Product Destitution In HVHZ b eresters 0— Quality Asounioniss,ARIp[q�d,tr Ilse Amy hopedDesign .Use I� DesignPw-wO(La 1 185 PIN 73 x 721rlwtobd Gins 04A32018 No yes No +6N8g 9 FNy6620 (lags Missile Irhpact) Vela Fixed Wuxtow, 049M020 Vea Ya Yea NIACIO ffi! ProductillodaLlitumitwortions, Product Deasolodon, 920mutC=bumm l ammi Outside .HVHZ ftesaaes Prsarrs Awl Praised Illegal. Number , Memo Plodust Descrip3on Contrad Eashodgm Data InHVIIZ outside HVHZ Bellew Ptfmi s 86 O86 VW09 PAN•2F163: 73. 76, 04A, $4.42. 48, 42S, 46B, Steel PM (min. 25 go.) SVdIaCw (up to 9V wkN) ON212028 No Yr No -38 PSFI.42 102 102 WS-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 480, Steel Pan (min. 25 ga.) Double -Car (97 to 187 052=11 No Yee No -37 PSFMI 4RST, SRST, GOSS, GRSS. AR69, BOSS WINDCODE&8174; WWS Garage Dom PSF 4RST, 6RST, GOSS. GR55, ARSS, EDSS wide) WWNDCODE&e174; WE Games Door PSF LN O Lam Florida Department of Business & Professional Regulation Building Codes and Standards Poe 1 a t Product Approval Application Detail (V ` �+ ■ ■M■ Florida Department of Business & Professional Regulation Peep 1 Of i Building Codes and Standards 115rm18 Florida Department of Business & Professional Regulation rage, a I Building Codes and Standards irAols SRiM snttor r title Bum Data Parham DeM Product Approval Application Detail Product Approval Application Detail List version LamAesalrsC Small Eoohow[&License ValldatedM Validated Submitted FOCAmtsnl Approved mom Revision 2017 Therma-Tru Corporation Co+egary: Eldalor Doors Rick Wright Lyndon F. Sch.Wt P.F Ryon J. King, P.E. ..-. (419) 29S-1740 .3409 (813) 767-MM 1d1B2017 10/182017 10222017 12/12017 Approved W $✓ FILIMS41ill ercwgary: Swinging Exterior IborArembdise rtdm®rwbldgwmultents. sea mm version jisaidialim EppbC.9r Combat EntswerE Lame Viewed By 20 Dee Validated submitted Dab Prhana Rost FUCAmrslW Aparssed to& Sa+ls Lpe Version Mgrpjbchm Knew r Canted Taal oar il.krsese VtlMeted By 20 291 Des Pinar Validated submitted FaccAm 20 AYossred Atlas Compliance Masud: Ewk m Report from a FloridaEmad An � or a l.lansed FbMe 00" Q Revision 2017 POT Industries Dean Rualk Mbm4Dode BCCO-CER MismFDade BCCO-VAL 12120Ro17 1L082017 122541017 Approved Revision 2017 MI and Doe WWndaw s Brent$pNgsr American ArchSsob"I Sown M. 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