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HomeMy WebLinkAbout3107 Kresterbrooke LnABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Foxed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative Max Maximum T.O.P. Top of Plate Ded. Dbl. Dedicated Outlet Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T.S. Not to Scale VB Vanity Base Elec. Electrical 0 n' p g Opening penng Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal lt d P w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Mr. Floor Pit. Hl. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Svs Floor Svstem PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 12-28-17 3.00 FRAME -WALK REVISIONS 2017 FBC UPDATES or , '4 EE NN/�R� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN 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 PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. z� (DI z z CD a i-J W Q �U — O U cn e N �04 004 m U-i ■� 3 tp� �'C O _ � QNp tL �O ¢, ao Al1 BID. N•C B DC �w y7.• •"\�n�li� / o r"a M � �j _ Ila I ut "Jo C) -ZF LL.■■ • 4 s.i, O F 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. 1f O O Z N 0 � > V) en O M QU-)'pLn a cn •L �t Z LL < N Ln tZ ^ IYU�� I 0000 Q E � � LU Z J � d' J z za u�zdalr Zj0 2 OO tY Z Z �W 2 o J 11 u_ 8LU W_ go au Ln > F o0 ILIR l- LU0� ZU4o=1 a Z d- Io w � UJI di a o zu Z mZ Z = o g UJ T-4 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION No' 10 SHEET NO. C S 0 A H.B. ` ) S3 TYP @ 1 STORY O 25-SH EGRESS AC PAD `� 30 ®' r FIBERGLASS o� � OP SURROUND -' in IBERGLAS In ! ,URj(auNC 10,�„ 10'-5" = 00 q O - M 2 n r` 6� 60"x36" I" - U)) TILE f SHOWER r _ to x 6Wr O 0 ,6 rr r OWNERS LINEN N T L IR 0 .. N W NO �� BEDROOM 3 O BEDROOM 2 'T SUITE r 16'DEEP I 1 8'-0"CLG. 8'-0"CLG. 8'-0" CLG. 00 N j CARPET I CARPET CARPET 3'- 1 = 8'-0" 2'-4" 4'-2" 3'- M 1. co ssr m W.I.C. ( 2668 2668 A = A S3 (4) 2x4 #2 SYP STUDS I W1 USP HTT4 BASE �° c00 15 m AHU �� I 8 -0 CLG. C`31 4068 B.F. 4068 B.F. TYP @ 1 STORY TYP 1 STORY @ `" I CARPET I --------- _ _ _ _ � = a Iz 166 R&S = x _ s �o Z ------------------------- — 6-8 o 0" 4'-0"1 R&S fV R&S tnic J N R&S T —_ {- —_ —_ —_ —_ 20 8 HT AT T-4" ' S3 i (4) 2x4 #2 SYP STUDS FOYER -TILE 16'-2" 8'- �2 W/ USP HTT4 @ BASE A I I - � 6 -8" 9'-6" CLG. `~ � 3068 I I 6�� cNa CAFE I K q O I S3 c CID 00 Lo VAULT. CLGI CARPET I I III I III" D.W. I I BUILDER TO PROVIDE — — 4 APPLIANCE G.T. — — — — — — — N CO --- PATIO I III _ CC _ I J I- N PROTECTION WHEN r————— — — — — —— S3 D "x20" 0 4'-0" I o I I O �' 2'-6" REQUIRED PER FBC I I I I _ I S3 I I SO. PILASTER W/ (4) T 2:12 SLOPE CEILING I I CO I I I LL 0 R v iv U I I I x G I I I ENTRY #5 VERTICALS. GROUT SOLID. (SEE ELEV. FOR I Y I O z I 0 Q I I 8'-0" CLG. HEIGHT). 4x4 P.T. . #2 SYP WD. POSTC TO SIT DIRECTLY1-4 IN CENTER W/ I l . USP PA44�YP OF TW N I 2" 216" S3 ; 20'-04" I I —I— _j I I r II p I I o I I I "' I - _ _ 06 AN1 RY o_ W I I I EDGE OF SLAB 2" I I I BEYOND WALL I I O c -' - - - - - - -- r I i OEr PT. REF. IIns '4 I w l l BO N N 16'SDE P T 2 CAR GARAGE THRU WALL I m I I HANSON BOX FAMILY R M 8'-0" CLG. I I 1 1 I� — -- — = 36 A.F.F. 10 CARPET ` I I 1Kio i WW a.ZDA <a iv I I I I I I I — i� i fn z D S3 I I -1'-" N_ _ � I----------- 286 TIE 2868 4 fV A S3 TYP'@ 1 STORY 01 H.B.T HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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/ 112" 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 20 X 26 18 J X 25 j S.H. 13 20X38j 18}X37j S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20X63 18jX62J S.H. 16 20X72 18jX71j S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 j N/A S.H. j 34 27 J X 50 1 N/A S.H. 433 N/A 26 x 37 S.H. 134 N/A 26 x 50 S.H. 435 27 J X 63 26 X 62 112 S.H. j36 27JX72 26X711/2 S.H. 22 371X26 36jX251/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 J X 63 36 } X 62 112 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 38 J 52 � X 37 J S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 } 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" 0 +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 OE +26.6 / -28.0 O +26.6 / -32.2 11 SEE SN SHEET �H 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 1 +34.0 / -44.8 WALL LEGEND Illlllllllillllll - •• TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 42 TOTAL AREA 2005 INSULATION REQ. EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) m CD �_- z M z Z Q a z 0 Cn C9 w •U — O LU E U w �M c to ■ _ O o U U_ 05 .-' c., 4J Q..J O —• r, "� a 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 N 0 o M C M Q 'gyp Ln H L_ U_ CL .-. a � a� Q E00 W Z JCD d' J W �a cOU W Z ZGCJ S�OE� N z Ln LL to 3 (V U = T LL �0 N U4� Q Z N� u. P W I w � g m N Z Z W w ° O 06 ,'_ t :5 _ to w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO' 10 SHEET NO. 1.0 H -0 T-0" 8.52 MIRROR MIRROR 0 0 60 50 ri h O O Ch O O M BATH 2 OWNER'S BATHROOMLj �Lj C �' 0 0 DW ri LL LL I = =1 L L' --1 11 KITCHEN ISLAND KITCHEN KITCHEN INTER10F 5'-0" cD 0 ih 0 fV OPT. REF. 0 M 13 io 8,_�„ 0 i+> HOOD 0 CV 0 OO OO 0 T T CV RANGE Cz ClUU LL ) r4. z in 7 e C9 z_a z�z U) z cn c� 4—J W OL. Lij E o m Cl) M C {0 F— 8 0 0 0 UN �, 1O p� 1 YN-C-BD vtv��y Tp,, C) t) C.- 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 signatu and seal. 0 Z O a� � M a. cn•L� CCU (flu% N. . C9 z_a z�z U) z cn c� 4—J W OL. Lij E o m Cl) M C {0 F— 8 0 0 0 UN �, 1O p� 1 YN-C-BD vtv��y Tp,, C) t) C.- 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 signatu and seal. 0 Z O a� � M a. cn•L� CCU (flu% N. . N. . 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS 12 5� 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1 x 9" SMOOTH [71 F�] E] TEXTURED F] FD FD_1 0 0 ID-7 0 L1_ 12 5 18' RIDGE VENT T.O.M. HDR HGT. ---------- --------------------------------------------- TEXTURED 4 CEMENTICIOUS m FINISH ON C.M.U. (TYP.) 12 1� �5 s 12 HEEL T.O.M. _ HDR HGT ----------------------- ( 5 TEXTURED CEMENTICIOUS FINISH I ON C.M.U. (TYP.) I 1 2" x 4" SMOOTH a I I TEXTURED SILL / BAND I I --------------------------------------F.FL. 4' RIDGE VENT 12 �5 PRE -ENGINEER TRUSS REFER TO STRUCTURAL — PLANS FOR BEAM SIZE TX4" TYP. 5/8" TEXTURED OVER - MTL. LATH & 7/16" OSB SHEATHING & FRAMING AS REQ. REFER TO STRUCTURAL — PLANS FOR POST SIZE 2x FRAMING AS REQ.--,_ POST TO CMU CONNECTOR - REFER TO STRUCTURAL PLANS (1)2"X4"TYP. 4 m (2) 2"1 TYP. —� 2'-0" F.FL. I_---------- --------------------------------------------------------------------------------------------------------------------- SEE FOUNDATION PLANS FOR FOOTER SIZE 1�5 w n w W FIN. F R. ( ) P,-/ OoLUMN DETAIL FRONT ELEVATION - B1 SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1 SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 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 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 SO. 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 / SO. FT. (� zo z�z a V) (D w p •V — T OLU e lJ) o n U � rNi M W C f0 th F— E O o N — $ O c _ L LL OD U C Ln v r A 1 . BBB°° 0•.•• ••° cco o 1 M Z.0 dddT�T�odO'333 p� I.T. •.` ` m��w��, E .AM a J 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 N 0 .N w M O . M Q "v11`0 In it1 tJf •� d' Ln CL ^ QU CL 00 z WJ C) lllllllJ 0 �a W K uZoo Ouwl 0 Owl �•�W -uf J W L 0LL w �L® — ILU $o .J w U Z u, Z LL , A Q < Lu U = QILL. oW lu J g��f Lu z Z ,^-I W E a o� LU r-� Q LL1 Q z < uLL. Z U W � W g fV rl *k Nz z tu �o m oo g = a z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION No' 10 SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5[,,--' 12 5� - EXTENDED- - - - - OVERHANG TO BE CENTERED ON DOOR OFFRIDGE VENT — 4'OFFRIDGE 4' RIDGE VENT 12 �5 ---------- T.O.M. --- 1_0 HDRI 18' RIDGE VENT 0 °P m <O F.FL. REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" LEFT ELEVATION 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 eats 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 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. zM z z a U) z0 i--+ w a)(.h O c _ t.6 E Mo vro U M N M M w o C tv c•) � O N I C s-2 C F- Q� A 1 N'C'a'D'C , '1 i U z .cp CO � � • W 0) ••' ...molt La _ 6 \JP W N o/�f1/llll� 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 tV 0 M O M Q U) a in •L d' �0)�� a 0 oCU�ao Q E.. WC:) JZ CD J Z W Z a Fa� VJ Zcc OZ�ED z z z �Wr6w y US 04 Ld uJ g Qi C) t ^ W d U = Q LU �uJ o ^agal Cr uJQ Q Z ^ uJ $� LLJJ J Ln r4 1Ill Q W Z� a"� z U 7"I 100 N Z Z w I 0 ° 00 g 9 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.2 2" 2" *NOTE: VARIES 1'-10" 12" CAP r CAP x N 1° iv FOAM TO BE USED 1" RADIUS c'' ONLY WHEN REQUIRED BY ^ = 1/2" RADIUS 31/2" RADIUS � 'D N 00 COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" � N 3/4" RADIUS a 1'- " _ Ma 1" 1" n Cr) BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES 1• OPENING VARIES V-4„ 2iN g VARIES T Cv 12" VARIES cq 1 1/2" RADIUS 4" 4•• � � I I N � '�'� I I �� IcMer � 2 1/2"RADIUS x inx T ^� VARIES 1z' �' 11" 4" 1" N T SIN 3" �' ��� 1" r' BASE � BASE r=> a „ i r 1 1' 3 T 3„ 4" 1'-8" 4„ ^N 12" *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN co REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2" = 1" 2N 2N BUILT W/ STUCCO. 24„ EDGE OF OPENING • • • ,SJ 0 1-1/2" THICK 1-1/2" THICK 10" N 21" 10" N s z x T z T �= x „ x N 2N 4„ 3„ _ 2" 2„ N cr x �N C9 1-1/2" THICK„ 21„ 4 x c� = a 2'.4" x = m 1'-4„ 3" N io Ak— A� IT 54" t a" 1" 12" T VARIES VARIES liJ 22—,.J � M I • VARIES VARIES 4" 8" 1 " a P�1 r. - r-—k M ; N 00 I 6" 4" KEYSTONE F11 0 OPTIONAL KEYSTONE F11 00 x OPTIONAL I L3"R4��,.„ 4" GARAGE DR. OPENING 4" 3" a ' 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14, 1,_64„ 14' 1�' 2 -1 1.�N 2" FOAM/4" • AM/ EPS MATERIAL IS ACCEPTED S 53' 3'-8" 7" N 1" 4" 3'-0" 4" 10" 1'-4" 10" '' O N x Co 00 d' CID N Nx 1" r N 1„ o CV o?o� 12„ 1" 1" GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH V r Z § 0 Z z Q a (n Z W V^)' 0 C -/3 � W C6 p O e U a M � C.,W C t0 M N U8 lL pip y L Q tT 8 Q Ci Al I D D• NNC� to N tl) t0 �i opo °f o o b O Z N C C M O _ Lt- a", - tL N C o f. W lei � CLL d W Z 0 --2 m O z O m m m n Z g E rn a-4N o W N � O Cj F— To the best of the Engineer's knowledge, inform❑ation❑, 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. i O Z NO 0 > 1-4(nMO M Q M Ln cn•�d' 0..WON L1- Q Cn aC U a Q CO� � Z W J� w� �a �I& b.8 J Zeo W Z g -, Q� W LU z Lan L w3 O cr- 0 U = Cr W W oL OY x U w b 1o1 V W 0 Z u" w J T--41 Li_I w �8 IM 7-4 Q Z F O m N 00 Z g = 9 rn 0 1--4 a cn SCALE : AS NOTED DATE: 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 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 PqF DUPLEX OUTLET ABOVE COUNTER �IQW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 1 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24. FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT K FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl_ ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN G9 (1) PHONE LINE, (1) DATA PORT POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 01 x14 Copper to lights & outlets NEMA 1 x12 copper to 20 amp ckts 200 AMP 01 x10-2 copper to WH 10 x10-3 copper to Dryer METER 2/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=V-0" zo Z Z Q a W cry �--� w OLU U w � rNi M c i� 00 c U o ipi Qom,�o B Do "� CV Z a C J Z Z J LL w if 0- Z0 ZN m L W Nao El El 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 > V M C Z M Q �'Ln a to•�d' 0 0) LL In ZtY�C 'Q- � Q l Z W J � Milli Ce �a a � 4Z J 20�0 o z 104 z !Hw oLi�pJn U L O Z oC '"'q U Z N Ln Ln W LLJ oul � C _ 0 J LL 0 ARE r a o Zug rl J Ln ri LLI CW C Z V ,N-1 Q Z g m O� (N� Z ZLU 4 �+ = W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Up ereq Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper IN. of of vented of of ventilation to SQ.Ventilators IN. of IN. of ventilation ven soffit nti ventilation vented be provided Ventilation en Ventilation en See Elev ( ) required needed required soffit by upper needed ventilators Main 22.00000 2.000000 Floor 2002 1922 275 961 69 480 0 606.0 330.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. 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/ portiand 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. c� Z c z�z Q a w O Lu Ln E U �M w C 8 2 O _O N ttno0 C� CO Q rn : 0 -& v roi ¢ o A, B D. N^C B D•C, Y� ,C M m \l c c d -8" N M no 3'-1 3'-20" 2' A i3 TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ ■" "■ ■ IF ■ I 9 ■ ■ LO 17'-28 2'-9" 2'-8" -11s co e ' IIIt jJI 10._0„ I ■ ' II L- -�j I I \ \\ o II tIi ■ HVAC CHASE BASED ON I LOCATION II j I N i. Ce) \t t I in ih r ■; I �\ ........ ......... I ::. ■ o CJ CJ N CJ CJ : I 2'-6"x2-6"x1'-O"31F co (3) #5'S E.W. 17'-5$" 1 TW/ 36'-6j" I T TYP @ 1 ■: I — — :: .... o._o„ I• :. I r STORY U.N.O. A .............. °° S3 r............ TS :.: .................. 3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONCJ PAVER TO BE 4• . HERNANDO COUNTY ONLY BELOW FIN. FLR. OWNS■ r — —--- _71 I 7'-15" n I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4-8 2-6"x2-6 „ PROVIDE Yy" x 9" N L -31/2" MIL VISQUEEN VAPOR BARRIER I 16'-111 V-6j" S E. RECESS FOR FRT. DOOR W/ (3) #5'S E.W. I ( S3 v iv c° -31/2" SLOPE 4 o I — J -- -- ■ in L I I--- . ---- ..... .. ..... / \I I CJ I I PROVIDE 1 y" RECESS 11 D W I — — .3 I 11 IN FOR SGD. REFER TO I I IL_ _ _ Lp ■ my I �W.H.�/ K CC ■ CC I S3 AS MASON'S SLOPE FOR I I I I I �r — ��la ' ' WIDTH "' I II II rVI S3 I S3 rZ-T x 2'-6" x 1'-O"STEPS #5'S E.W. REQUIRED II L J Jil - I -1. ,-W/ (3) '-0" PER FIELD i I I I II F I;; 7-5" L7'-1" 5'4" CONDDV91SIS I I I L Jplcn 20'-6' 6'-8" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT ABOVE SLAB LL_ --- J I i� TYP @ ALL PLACES SHOWN I I KITCHEN ISLAND ; ; LOW WALLS K BUILDER TO PROVIDE APPLIANCE PROTECTION I ih HOOKED FTG. DOWELS 5" EMBED to I I S3 S3 W/ 25" EXT. ABOVE SLAB "GRADE 40 jb) ■ : I STEEL" I I CHASE TO I I �— ISLAND- WHEN REQUIRED PER FBC o — — — — ---I` — is = CJ t CJ I I : co in TYP @ 1 STORY_115 U.N.O. I I SLOPE I 01_0-S a . ; I IOIST�11 / I OPT. D I; II II -31/2" ■: I I Le J I 20'-112" L----J 4'-6$' I ' CV A S3 TYP @ 1 STORY U.N.O. 6'-0" 6'-0" 6'-0" 6'-0" 2-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - 1 H.B. 7'-1 r FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" 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 SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH rl/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN �... LLJ Na CONTROL JOINT DETAIL SCALE:11/2"44' #5 CONT REINF. SEE FND. FOR QUANTITY ' �•' ' #5 X 25" X 25" CORNER '•_: �. ; .• �, ;.• ; , ,. BAR ONE FOR EA. HORIZ. REBAR, TYP. •" -•, U.N.O. • •, • • **Alternate: The reinf. bars shall be • •, • • • •• •, •� •. • •• •, • - •, cunt. around comer by cold bending the bar w/ min. bar lap of 2511. TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" Z MgoZ Q Z13 a z U)V) Q w 0 O LU E `— U CD g � w who~ tM � i� �� O o c _ t LL_ MI�Ek Q Imd u� g AlN BDe C fi D•C eR f�rrf �c N. srt" F c & d 15.E V All"' U,0, Nx 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 fV 0 1 M C M a�j 0Ln a tn•�„� Qa)LL Ln cal U 00 Q � � W Z J � d' J �z w� za Z J �?8.0 gEzi � �g�w Z O 12 �C, S8�® Q JJQ Q O O :z O RRKuJ K F J N G ja� Q o� a�Q Z ZILL] di u a� U _j Llix z Lu� r•I Q Z m N DO Z Z bj- LU O rn = W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0 5650 A (2) A (2) 1 5IF CORNER 6" OSB @ T-0" cD ((6) 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. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM SEE GE05 FOR OF FALSE BEAM STANDARD GABLE END FRAMING z_ :E W A o(2) A (2) � � 0 ; a J 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING r15 FALSE BEAM a@ GABLE END SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN_ SCALE:1/4'=V-0" S A a CfK D D �Aw� ;: .. : .. :;: .... '::: .... ::: :::: O DD -- j 1 1 1 1 _ D D �• mmW � oo Oo¢�mm •• GE1 TYP. BM T COR G1 18 D1 EJ7 2x12 #2 SYP WD. BM. w/ 7/1 ' FLITCH PLATE. BOTT. OF BM USP HD410F w! (10) 10d NAILS EJ7 3/16" TAPCON TYP. BEAM TO EJ7 EJ7 I EJ7 I EJ7 CJ5 CJ3 � � y✓> CJ 1 1 I EJ7 EJ7 EJ7 (2 EJ7VA O O ... ... 0(2) EJ7VA EJ7V EJ7V EJ7V EJ7V I EJ7V EJ7V CJ5V CJ3V w � CJ V n UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q 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 H A 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 518" ANCH. ! 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTTS 4350 3740 518" ANCH. l 26 10dx1.112" HTT5 3225 5l8" ANCH. l(28 10dx1-112 K H 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5J8" DIA. BOLTS L ' 518" ANCH. 3/4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA, BOLTS M H 7 * 6645 7/8"ANCH. 314"STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 *" 100 / 1 "* 8 - 10d x 3" JUS26 1115/1060*' — 8 - 10d P 1550/3335 " 1335/2820'* 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-112" O 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 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3"WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d 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 / 360 FLOOR = L / 480 W! 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6'1 '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 (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE A5 DEFINED FOR HIP PLANING TRUSSES. Rt raOR STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ROE CONT IEDGER� (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z o Z Z Q a I� z 8F8-1 B/1 T O 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 5-112"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 L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1o, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a Coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 afe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE 0 0 8F8-OB/1T APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY FIT] O 0 1 . 8RF6-0B/1T © 0 0 0• 0 O 0 8RF14-18l1T 8RF14-0B/1T 8F16-0B/1T © © O 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T ® © ® (81 .4k •�r 0 0 8F16.1 B/1T ® 0 O 8F20-OB/1T 3 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c. c prP�Tlfecas ntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. FORM & GROUT SOUD (7 r W 0 #5 BAR CONT. 8F12-1 B/1 T O 'V" LINTEL DETAIL SCALE = N.T.S. #5 REBAR MIN..(1)(1) RECIQ'D ILEAR ALTERNATE POWERS STEEL LINTEL ° O o n ° .M.U. #5 REBAR AT TOP e • e e MIN. (1) RE9D ° Q 1-1/2" CLEAR ° D AGROUT aC.M.U. LA4 y 5 REBAR AT mwtowBOTTOM OF � 0)Z w O 4 LINTEL CAVITY r~n `` 0 V O OTTOM a m d REINFORCING PROVIDED IN LINTEL 4 Q 6> Z�Z LL I] w ¢ "�o' i7 33p i� D D 5 REBAR AT BOTTC 5/8"ACTUAL DMINAL WIDTH F- 1D �° �, �° AS INDICATED Ir (VARIES) u� o. 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/detalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-0" LL OF 5'-10" LL O LINTEL PLAN SCALE: %4'=1'-0" C9�_ Z M Z Z Q a U) Z ^cV)' (D W cr) 4••'J w Q O U-i E U � rNi M w = c to r) R'F lip L. ifpp0 ECD 0" N " V f (� C ;il eI J.., �� t�C-4 .7 E M ti V • Z d W i1.t W <y, CC v"Q nLL C:ak= Z LL < •r t O F i_ 5 ::�'� To the best of the Enginee ion, and belief, the structural plans and ins 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 N Z 0 t>O M Q � M Ln a cn •L � C L r Icy- 00 a �" Z tt3 W J � o: �a ow U g Q a w=Q� � L p Z Ln Ln m3 z 0 ^ w g Z �0 J ^ ui o $n Z Z Ln J < W Z zu $ ,—I m N Z Z t o :5f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO" 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL NEW PRESSURE TREATED CONSUMER USE. SEVERAL N PRE RE WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 00 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 t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 RAID) 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 5/TMS 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, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ad. (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 ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR 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 ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4,1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1 Y2" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / 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 (Pc) 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-1-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) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O, WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 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 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 R 7l1 " TR T RAL 1 U.N.O. 0 6S UCU U 0 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONSA B RIN 0 SUCH AS 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'X 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 = 1,850PSI 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. Imgation/sprinkler systems including all risers and spray heads shall not be installed within V-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 oementitious 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 traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If reinf II occurs before vapor retarder placement, retreatment is required 9. FBC-R R318.1.5 - C ncrete verpo r and mortar along the foundation perimeter must be removed beore extenor soi� 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 verti 1 chemipal barrier, must be installed after construction is complete, includingr[aandscaping 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 i 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 T-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: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN 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" 1Y4" 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. z =- �M .Z ttj Z QQQQQQQQ Q a U) z to CD � w %a p 0 LU E U rNi M W _ C MM N p M 5 - tD ern d A 1 B D. M;",° ° sS � Sppa O Lkw .9 To the best of the R,r's knowleddggee�,, ni ation, and belief, the structural pl `fee �"4&016hs 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 O Z [V 0 cu H M OC M (0L^ Q " Ln U_ �- ^ z 0C V a 00 Q 00 z E M Z W J Z W za U U,z z �W K f J 0. w � Uuj go ` U z Z °C Lr) In z Q Di O = F- ig J �y` CC F- O U4�� :W ^ U iQU4�3 ly. Z ^�� � Z J '�$2 Ln LL Ijj Z~� z a coN 00 Z Z LU � T-4 a 2 cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE C� w J M ROOF DIAPHRAGM NAILING SCHEDULE Pinr;F i WF + + + + + + t + + + + + + + + t + t + + + + + + + + + + + + + + + + + o + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + 6'-0" + + + + + + + + +++ +++ + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Z++ ++ +++ + + +++++++ + + + + + + io + ++++++ + + + + + + +++ t ++++++t+ + 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 1902.0 1 2 x _ lumber I Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —i 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas--20 of high 1--or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H 6-0" STUB -OUT FOR GAS METER O CV H C G O O O a - a o o o ;n � U 0 x • 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. 7'-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. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1T-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --% DO NOT cut, notch or drill flanges Boise Joist Blocking l ksn 3" I10d1 nails at 6" o.c. Q '/ Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM cn w CONT. #5 a STD. 90° CONT.�I HOOK (��— BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQO'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH olid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap „ • � 4 max. Clinch nails when \ possible Tight fit L (� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist aring Location Series Depth ' End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000s® BC16500SO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s8 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 - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over /— blocking and wall or beam below.* Use 10dx3" nails at 1 blocking panel *Non require additional o,NO, 1. r3C tlu I HIVTvvnrmr_ IIV CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" V-1" V-2" V-2" V-3" V-3" 1'-7" 1'-11" 74" 2'-9"r66'-4e"7r!-2' Any 16" joist 12 V-0" 1'4" 1'-2" V' 2" V' 3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-T" 20 V-0" V-1 " 1-2" V' 2" 2'-0" 3'-0" 4'-0" 4'-10" 5-11 " V-11 " 7'-11 " W-11 " 24 V-0" 1'-1" 1'-2" V-3- 2'-5" 3'-7" 1 4'-9" W-10" 7'-2" 8'-0" 9'-6- 10'-9- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 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. 1Yz" 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. 1—When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. 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 I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ 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 Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist 1. ° depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR---'•• a . • FOUNDATION INFO ` a' STEM FOUNDATION GRADE .a REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 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 I"11r%r— \ /r—r % ri 1 A I TI Ir%1 1 r—A I TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE o a d / d _:_�J SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE 4v. ° / • as .G VW Vim®Z z ¢ a U) z W a--+ w �U — LU OE = O 11J mom � � 04 000 U ¢` ci B W. N.C. � , e v 4} 0 P, 1 t.\ Q,-. t W'. N To the best Engi7�6£r' .k iJl ge, I ation, and belief, the stru u41#aris and spec' contained within these drawings`cfi�ptyl1444� 1 ll Florida Building Code - Residential 6t 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 NO 0 w n M O M �U') fBL1 �inoV- Q LL- CL ,� a�aLo Q 00 Z W J d' �o zaa o: ti �z o . W zZ E� IT!8 LLJ o z z Z t�C Ln Ln W U = F-- U o g Mom: M 0- aie r4 Lu Cc: J T-4 LLJ Z Z$ �zQ 4k N Z ca 0 00 � _ SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. SN 1 J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES P') / INSU 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - - ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"1 KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a. NOTE:EXTEND W AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV i tr .i °P r A I .II aYAIILI x Z �0 Cn s eo 6 MIL VAPOR--'> Z BARRIER ,I ,l p 1 D N COMP. SOIL. ° (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN, CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 51" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS % SEE A/S3 OR J/S6 - `Ill - ILI FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) it,8" (2 STOW ) GARAGE DOOR SLAB RECESS ri.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x 42 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) Ar'sWaA III".iglr. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & 1I @ 6" MAX FROM END OF 2 x PLATE N 6x6W1.4xW1.4 r WWF OR FIBERMESH o 1 8" 1 _.1,�„ . . �.. r' I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR -' EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 2x S.P.F. STUDS_@ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH 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 TOE NAILS @ EACH END (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U''I N.O.) (OR %" GYP. TYPE @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < V-6". (2) ROWS 2x BLOCKING LINDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) T ELEV. 0-0(ALT: 1/2"xl2" TITEN HD @ 24"Fv, x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE ch 0'-0" OIL O.C. OR 5/8"x10' WEDGE ANCHORx 6 Wi A x W1.4 6 x 6 W1.4 x W1.4 IL I° ° A.F.F. @ 24" O.C.) 211 WF OR FIBERMESH 2" WWF OR FIBERMESH d ° 31/2" MIN. 31/2" MIN. 4 ° ° d ° d 4 4 ° ELEV. -0'-31/2" Z V. ° ° ° ° 2x4 CONT. ° ° A.F.F. p ° ° 1/2"(min.)- 4° d _ - ° `-` c , I .r,.' .] 1/2"(min.)- 4" d ° CO r d d d ° N � Tr r-e 0 �' - CO rrr ° ° 4 GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" - - 31/2"(min.) - 4" - I - tt 19 Y/ (2) #5 CONT. 4„ j -4" 8 (2) #5 CONT. 4„ �irr i 8 U.N.O. MIN. U.N.O. MIN - GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4'1 S3 SCALE: 3/4"=1'-0" S3 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"1 BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4-11/4" TAPCONS SPACED EVENLY cm 2x P.T. PLATE ASSUMED FINISHED GRADE a co \D D RD _ _ _ _ _ _ I -I I -III -I I -I I -I I -I p o d ° III-III-III-III=1 I -III- Z a III -III -III -III -III -III- N �IT iL 11 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a A. d ' SCALE: 3/4"=V-0" D S3 v GRADE -(1) #5 REBAR w/ OPT. ITf- I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" -r O.H.D. RECESS SEE A/S3 OR J/S6--- i LLL„ , ILLS FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING O S�GJ�E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 09 S �co (1) ROW 2x BLOCKING @MID HGT. (2) ROWS OF 2x BLOCKING @ x STUDS @ 16 2" O/C � s 8' FOR WALL HGT. -6". (2) THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION AYERSW/TOTALTHICKNESS 7/8" OVER 1/2" GYP.WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" ALLATH. FIRST2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (110)10d NASON LS w/ SIDE IF APPLICABLE. PLATE WASHER TYPICAL /'�3= LAYER 1/8" THICK.@ K.O. BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR •E 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 FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r c PER MANUF. #3 OR #4 REINFORCING BAR w o ° a , P ' Z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a r ' ° r , .D M-o n _ FINISH GRADE O0 25'MIN. LAP [30"MIN. LAP][GRADE 60 MIN. Fy= 60ksij �, 1 p _ qj= o Q 6 MIL VAPOR BARRIER P b. ° .' - O° R 1 7/8" UJ - - - - --Tr - - - - #5 REINFORCING BAR j - #5 LAP SPLICE (2) #5 CONT. • n ° • COMP. SOIL. (COMPACTED TO - 36"MIN. LAP [36"MIN. LAP] ON T' CHAIRS 8" 1'-4" (TYP.) 8" 95% MODIFIED PROCTOR ASTM - I I 10" D1557) , I I 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE'�� REBAR DETAILS F SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 10 1/2" FROM SLAB 01-0" ° CONT. BEAD SEALAt 4 INTERIOR ° ° -31/2" CONCRETE NAILS W 1 1/2' c EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB ad E E _ N Ii 1=1 I co 6 MIL VAPOR i BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL := BEAM SIZE & zx4P,T. CONNECTION INFO PLAT9 T E Ins° I I o.s.e. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING CD0 w SCHEDULE � w w SEE FLOOR PLAN FOR LU STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT ;T w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, a BRICK PAVERS or SLAB PER III �� i -1 I I=1 I I -III -I 11=1 11=1 11=1 I I 0'-0" FIN. FLR. COMMUNITY SPECS ION INTERIOR -TAPERED SCALE: 3/4"=V-0' SCALE: 31 T-0" \IIIA�f TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0° S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 , S.G.D. (U.N.O.) WWF OR FIBERMESH N I\ I M v • OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS an S.G.D. t M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E ;. CONT. FOOTING STEEL MAT REINFORCING. r ' M 0 -Lu ;III=IIIA d. 1=III=III=1I1=I' Z=-I 1=1 -I I -I I -III -I I w 0 0= I I I I I I d a =111- _- M - I =� FOOTING I I 111-1 I I -I I -I I -I I 11-1 11-III- I I'' III II Il II I ISl I l ,11 a I 1-I I I=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 C9 z� z� a U) z 0 Cn CD i-1 W r~ wCh � U' Lu M CC Cn ~ 0 8 N U N ,, , '0 a-) Al BID. NC� ,• '' ?) Vy, g r .54p • C f ./ �• J� Z $y-\ yw R1 .Z5 M To the best of the Engineers g , mation, 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. i O N Z 01� 15 H (n M O M Q U-) M Ln cn •�, d' 171 Q Q)U-� fl. ^ z Q �00 z W J � d' Za U) gF� W x Q z� z F- W C) z g N gz 4 Z fs. u , ^ Lr) 06 z g o .� 0 U = Q Lu o u. oH1�i oa LL z TZr ug n o J Ln W x Q LL1 Q< Z ado 2 U N ,-I p� N' Z Z 0 m 0 LU .. g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. S3 (MONO) �(TYp) SEE ELEV. ISIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d J4 TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� W2x 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� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT TOP PLATE ° a 2x S.P.F. STUDS @ 16" O.C. ° a SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO 118- STD. 9(1°HOOK 8" TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS (3)10d TOENAILS T&B GREATER THAN 6' 0" WIDE (U.N.O. ON AS REQ'D PLAN) 2x BLOCKING @ MID POINT EVERY OTHER OPENING iF.--�STUDW/(3)'10d NAILS FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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" PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE KNOCK -OUT BLOCK W/ (1) #5 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 DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION --- PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED BLOCKING (TYP.) PROPERLY. k-ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. / c \ SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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 MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J Q MNEEV\\NNER\ffi,�> r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 0 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL GL EXTERIOR WALL 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SQ� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING - Ct 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) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a WALL d a a w a d a DOOR STOP c� a MOLDING �z a 2x TOP PLATE GARAGE V2-16d 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 2x 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 CARRIER/GIRDER TRUSS --- HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN 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. BLOCKMTM- ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOPP LATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE /� NAILS TOTAL) EA. SIDE OF " 48°�N ICE STAGGERED 10d @ 8" O/C SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK u�f EXTERIORATTACH STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 14 16d TOENAILS TOW PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC TYPICAL INTERIOR NOW AT LEAST 4'-0" LONG. TYPICAL OVER STUD BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 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 V - 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR -09 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21l2"SDS (2215#SPF) ° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 wl (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT C • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 3P2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLTf 4 NAILED @ 24" O.C. MAX. INTO MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING SECTION P.T. SEE SECTION AA/S1 FLAT STRAPS PER CHART ABOVE TO BE BENT 4— OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR T�F REQUIRED CONNECTION SFF , 2-ROWS 12d NAILS STAGGERED @ 12" O/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: S4 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) O/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 SIMPSON HTT4 TYP. Op OR 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� SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a as a PLATE SIMPSON SP4 —i AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON Pi SIMPSON SIMPSC SP4 SP4 —10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 n a d 2X8 P.T. BOTTOM PLATE D 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 W/(1) #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 I NA NA KA TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R SCALE: N.T.S. M ,r, z� th z z a V) 0 4--Jw 0 w Ln � LU 80 M _ $ W ~8 LO 2� U_ U C/) '`� o 0 0 Al I N C B D C wyas MID.&I ow •� ` -it/ .,• i a ° �S To the best of the Engin H $ khcl�j ,� formation, and belief, the structural plans ani}speci cations 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 N 0 a) N MO M Q 'p Ln a .L n cNir zC3., �MU� ^ 3- r0 00 Q � z § Z � W J C) d' �n a 8~ a �z0 U IZ J 6�8 N m L^ ` W {Uuu z OC Ln Ln U = J x 91 OR o jgS F- W m j t� !k Z 09 J ,^1 W di~u- �o�Z Qz ,Y a z Ol z _ 9 00 rn 06 � z Lu ,-i a ul SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6)10d x " �� 10d x 1 12" AT EA. 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL OUTLOOKER OUTLOOKER SPA FOR 2 6 WALL USE 1 12" AT EA TOP CHORD @ 24" O.C. BLOCKING FOR FIRST FOUR NAILING SCHEDULE FOR OUTLOOKER SHEATHING DETAIL 24" O.C. @ FOR SHEATHING DETAIL TOP CORD BLOCKING ROWS OF a5° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS ITRUSSES EDGES OF 2x4 CROSSBRACE 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 ITYPICAL @ RIDGE FASTENED AT L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) lOd p� $'-0" OIC. END A EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT (SEE A LENGTH (SEE TABLE) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) — — —j 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON 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" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 "T" 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/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 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 10dxl 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 @ T-O" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"X21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) x SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 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/ 10d 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"A 2x BLOCKING W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD bBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SS SCALE: N.T.S. �S5 () 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J � � SEE STRUCTURAL OUTLOOKER F@ 24" O/C ON SHEET S5 FOR " NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� � °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND •2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS ^ NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 -16d � `l 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING 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 ATTACHED W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C wl (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 END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g "= '_ " D I NAILING SCHEDULES F BUILT-UP COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE.3/4 1 0 SS TYPICAL A G SCHE U ES OR BUILT U CO U S ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12 6.9 1 MAX./ S5 RUNN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. ��S5 PRE-ENGINEERED WOOD TRUSSES 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 2 x 4 BLOCKING w/ (2)10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)10d x 3" AT CL • EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX X' BRACE SEE DET. J/S5 n 1 r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. �IIIRIIRI II InINS �NIIIIIY 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 "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xt 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS L--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'4Y MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 C7 a 9c� CORNERJACK Y Q W z Cr O U _j HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 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 TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z_o (D z52 z Cl C Q) +--J LU _o ~ U W co r` §' ■ f0 cM O O N Al1 B D. r bo'� � F .�� C"> CL 'La LL 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 0 z N 0�r-, t>-iUlMO M Q 'gyp In a cn •� d- HQ) Ln U_ G. M .-4 DC �j � Q � z W J� d- Ea CujCL W O U Is _wU �- > DC Q Z 2 Ln Lr) w U = Q N U0 �c=I V" n z J Ln r.1 LLJ Z LLJLLI ztu a� ~ ,- 4 CO O� f V Z o 06 g In I f SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 TO SHT. SDW2-K1 CONN. DETAILS PROPER INSTALLATION MAX. 8„ DO NOT DO THIS 2"x BOT. PLATE w! (2)1od @ s" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 FOR 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING „ „ 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR (TYP) ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 41111111111 ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL STD. so^ ` /� D. 90 HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" TAPCON @ 16" METAL SEAT PLATE �� 1X4 P.T. " NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4L LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (ILVLr/ TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS „ 10d @ 12 O.C. 1 X 4 — � FURRING 2X8 P.T. WITH 3/16" o X 3" t2n NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. LONG TAPCONS 2X8 P.T. 2X8 ' w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` INTO BAND JOIST TITEN INTO K.O. LOCK /4"x2 3/4" 2x DETAIL 2-ROWS INTO MASONRY 21 /4" DETAIL 3-1 /4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ' ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4"MIN. A -A =1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS ° 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 #) 2 x 8 45A 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 110 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. coNracT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. ND FACE OF CH W/ (3)10d NAILS RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB W. SCREW ANCHOR --,'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN DBLKG. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH PER A 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO T-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX RAD ri+ SCREWS @ 16" O.C. MAX. OR IF MASONRY xO (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 �FNOTy PLYWOOD SHEATHING t_ tt 1�_ O „ 5 O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS A. WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► : > /4" MAX EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT TRUSS • ° ' ► #5 BAR ,� BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5)12d NAILS SIMPSON + + SOFFIT + .: > , ti . ►. 1 �' p D. ► ° . ° CENTERED W/ 2 BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . , . ► • . ° °► H IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS ► a : ' KNOCKOUT / c'N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CONNECTOR _ �— NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) - MONO FOOTING d — •' i' ' ' ► ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL7LEAVE SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS I A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANYOR 2x4 ° ° ► CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ ENTER SO IT .► DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN° HOOK >-rw TO FIT ARCH CONNECT W/ START OF ARC 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) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , : • . , �•�. , , . �� - BTWN. OSB ARCH FACES W/ (4) 10d NAILS INSTALL WDW, SCREW EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" , •r "•, •• ' ' � ,• , 'r • , f ,• THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. O.C. PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-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 EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2 " ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS STUDS & - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS L 5/8" DIA. ALL THREAD ROD O "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON a O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6�_0" F F EPDXY MIN. 6" EMBEDMENT & Cl) FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 3" MIN. EDGE DISTANCE < LL Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o' ► LU CL A REINFORCING AS FOLLOWS: 0 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. S EALANT a g * PRESS PANEL REINFORCING INTO PLACE. v z #5x6, EMBEDDED INTO 6" MIN. LAP SPLICE W/ ► ► EXISTING FOOTING (2) #5x6IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL .: a _ fn FILLED CELL SMOOTH. DO NO FURROW. ° ► ° N DRILL 3/4"x5"MIN. HOLE F Q PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ►. .' ► ` . SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. n 6 MIN. LAP g p \ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z I \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g 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 \ ► #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 C 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4"_ -1-0 „-_ , N SCALE: 3/4 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. u, C9 z M z�z a a (D _� — .CDMto o O U-i c/ s Vi � U o 0 m &� M _ .9Cn CC N 0 O _ L� Q, I $ ImQ o A, B D.Ap N C.B_OD fC �, � Z ` ul� o ch v 41" fD ,dad • ,� t/ To the best of the Engineer's know a ge 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 N 0 (U ,�-iIMO M Q 'gyp In a vNi•Ln z Q C U_ H a O < E W Z J 0 �a a F g4do, U y�z 8 Uj Co Z U) L � O � rl U = J W J 90 .. N Ly t� Z In J LLl f Z Q Z Z $ao r4 � M N Z It W 19z $ m 06 15 2 �z SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. �� wic-i Wu lw"i- lI IiAv rr"W CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" 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. N 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 SCALE: 1/2"=V-0" (2) 2x8 #2 SYP wj O.S.B. FLITCH PI 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 44 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 @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 M IL BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SEE PLAN L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) WHEN SIMPSON HUC410 w/ (14) FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ #2 SPF 48" O.C. W/ (4) CENTERED AT SPLIT TO TIE 16d INTO HEADER & (6) INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS 10d TOP & BOTTOM BEAMS TOGETHER 10d INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN WHEN REQUIRED w/ (2) / () (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & N HTS20 w/ 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7116" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION INDICATEDONBM OPTION A B CONNECTION INFO OPTION C O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS COMMON B M TO POST ATTACHMENTrAN� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B SCALE: 3/4"=1'-0" FOR BEAM SIZE & 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN OF FOR AM MAX & EACH END ALTERNATEA I DIRECTION TYP. —\ A CHORD AT ALL HAND FRAMED AREAS TYP. /—WOOD TRUSS —J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" DIAGONAL - AT 8'-0" MAX WOOD TRUSS 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT CA SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" /Y COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 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. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE. 1/2"= 1-0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d 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 PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH L B 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 s SCALE: 1/2" = V-0" 101 VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR PLAN OSS w/ I P w/ 10 1 d ( ) ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY RUSEE NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING °� � NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SPZ w/ 12 10d NAILS AT TOP � EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x 2x BETWEEN STUDS BLOCKING B B TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TRUSS W/ 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10)10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d ob VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ 14 10d x 114 (22) 10d NAILS OR (2)16d NAILS TO 1 1/2" NAILS TO BLOCKING I 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 NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ a. FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 'A 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. �. 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 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRYr8_'�CONNECTION 22 SECTION AT HIP GABLE(-71_2�SECTION @ BUMP OUT 39 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" DETAILS & SECTIONS zg z�z a z c� C9 w fa 'U p — . 0 LU _ cC'nca E c U rnM co w m-0m C N U 8 to^ Cn < ¢ o B D. N C, B, D C CV �• E RA• U) ` M S Qj i it �rii,,t�tttltletst ��� 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 ('VO O�I� M O M Q V) M Ln a. cn•L� Ln Q I_ >, . fM Q 0000 E Z W J� z d rz�a W Q Q O 0U LU 2�z J �C B Q z L1i U41 Cw O 0 U =W WI`-'O6 T-1-a W ...Ig U S ZW N QQo< 0 30 z N W J W Q CWC G z F 8 U 6 W ,—I M N z z GO o 0° g Lu Ln SCALE : AS NOTED DATE: 3/30/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. D1 ^' ^ "r' WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING WEATHER V RESISITIVE BARRIER WOOD FRAME CONSTR. •v TAPE EXTERIOR SELF -ADHERED FLASHING3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND �atMa�owwoowl 2 n OR EQUAL WEATHER PROOF CAULKING u O WEATHER SELF -ADHERED FLASHING RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weal 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 NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING E AM EO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER rpm 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 HERED FLASHING 8 2 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 NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING 0 E RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • DECK JOIST ' OUTSIDE CORNER FOUNDATION WEEP SCREED 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 asl #�in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor �:•'a4Sd•� w.:•S. 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 NOT USED NOT USED NOT USED SCALE: NOT TO SCALE ift e 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 V Z 9 z�® Z a Ln 0Q) cn `I--J L.0 0 C) - e O "-' N c �N ZD � U o0 m 8) W ' F_ C tp M N O _ c8 < C! Al I B D. N-� *1 ;r m NIW N Z Z Cpq' p M B M_ Cni . Cry 0 IIY �". W�No o Ali my 0LL N i5 cc Z W 2 m co W N¢ 1 ppO ❑ ❑ 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. 1f 9 CD 0 Z N O�n > J o M 11 tn•L� Z N U_ CL V CL00 a z - �" co Z W J � �t• J W� a a n: o: �Zce Z i z 0o�w U)NY§ a L N i 8 GC LU CD CD �Z Z � a ui LL O U I I C •I� H L �A: ° 6 fl Q d Z '� ~0LuW �aP J Ln Lij Q Z Q V 4 o~ Z r-t m N 0o Z ZLU g O ,<-+ a = U) W SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. WP Cn > 2 EVINN& RIM CU -0 0, 1"EM INS MEMO# MEN', 001-W 1"Ut A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26M W •H0210-2 FL17232.3 ESR-3445 HU210-2 FL10856.4 ESR-2549 CU -cu (J) HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 2 HD216 FL17232.3 ESR-3445 HU218 FL10850.5 ESR-2549 0 CL C March 20, 2018 HD21&3 FL17232.3 ESR-U45 HU216-3 FL10856.1 ESR-2U9 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 C) U- HD26 FL17232.2 ESR-3445 HU26 FL10856.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2649 As required by Florida Statute 563.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below Ifthey will be utilized on the C/) ICU 0 > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes 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 numberfor any ofthe applicable listed - -0 E 0 HD410 FL17232.41 ESR-3445 HU410 FL10856.9 ESR-2549 products. Cn Cl) L- L­ To Whom It May Concern: HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 CL Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures C100 012 -1CM 0- Section 2303.5 of the 2015 International Building Code (ISC) are 2017 Florida Building Code (FBC) specifies that HD810 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 1. EXTERIOR DOORS < joist hangers shall be tested per ASTM D7147 Testing and Estabfthing Loads of Joist Hangers. Previous versions of HDO410 FL17241.7 ESR-3444 HUCQ410 I'Ll 1468. 11 SIM2DO804 the IBC and FBC required testing to comply with ASTM DI 761 Tog Method far Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FL11470.4 SIM200803 A. SWNGING ThermaTru Firber-Classic and Smooth -Star (NOWIMPACT) FL20461.1 +67.0/-67.0 Pat 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17egg.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 par 2. Average load at 1/8-inch deflection ThermsTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +57.0/-67.0 Pat 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10"7.2 ESR-2551 The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 Pat strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FL114716 SIM200802 ThermaTru Classio-Craft and Benchmark FL15225.1 +67.01-67.0 pet material properties exceed the specified properties. HTTle FL17324.2 Evaluation Report HTT16 FL1 1496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225�5 +67.01-87.0 pet ICC Evaluation Services (fCC-ES) revised AC13 Acceptance Crdenis for Joist Hangers and Sirrilar Devices in October 2016to incorporate a methodology to evaluate products tothe 2015 I -Codes. Simpson Strong -Tie isworking HTT45 FL17324.2 Evaluation Report HTT22 FLI 1496.1 ES-0130 ThermaTru FiberClassic, Smoothstar, ClassloCraft, Rustic FL7640.1 +67.0/-67.0 pat on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTVV20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI VvIndows and Doors Sedes420 FL16332.1 - FL15332.5 +40.OW.0 pet However, reevaluating a large number of products will take time. While manufacturers work with product certification HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2813 PGT Series 5570 FL251.10 agencies to update their woad connector evaluation reports, we recommend that building departments under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456.25 ESR-2613 C. SECTIONAL Clopay Building Products Residential WIndCode Doors W5 (SX7) FL15279.37 +30.0/-32.0 pet 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 201 S. HTWM16 FL6223.2 Evaluation Report HTSM16 FLI 1473.11 SIM200802 Clopay Building Products Residential VvIndCode Doors W5 (16X7) FL15279.53 +W.. -30.0 pet The information in this letter is valid until 6/3012018 Men it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FLI 1473.11 SiM200802 Clopay Building Products Residential WndCode Doors Wa (SX7) FL15279.85 +38.0/42�O psf wwwstronate,corn for additional pertinent information. If you have questions or need further assistance regarding this matter, pWso contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WridCode Doors W8 (16X7) FL15279.102 +37.0/-41.0 Pat Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL1 D456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10856.11 ESR-2549 2. WINDOWS AP4 HUS26 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2649 A. SINGLE HUNG fill Windows and Doors Serieslas FL17499.2 +50.01-55.0 psf Keith Cullum, P.E., LEED AP dwfBDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2649 Engineer, Southeast U.S. Branch HUS28.2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2649 PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER Ml Winclows and Doors Series 188 FL15351.1 +40.01-60.0 psf JL24 FL17232-7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED MI Wnclows and Doors Series 185 FL15349.1 +40.0/-40.0 pet JL26 FL17232.7 ESR-3445 LU26 FL10655104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10555.107 ESR-2549 PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL1 5353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10665.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10555.111 ESR-2549 PGT Series 5500 FL261.1 N/A JUS26-2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 E. OTHER JUS28 FL17232.11 ESR-3445 LUS28 FL10555.113 ESR-2549 Page I of I JUS46 FL17232.11 EBR-3445 WS46 FL10855.118 ESR-2549 3. PANEL WALL KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 N/A Simpson Strong-Ti. Company Inc. 22210ountryLane McKiway,TX75069 Phom:072.542.0328 Fox 972.5412.41139 www,stronate.com KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alsicle Solid and Vented Soffit FL16272.1 - FL15272.2 +70.0/-70.0 Pat LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2iO5 LSTAIS FL1724418 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3465 LSTA24 FL10862.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 15b Felt Underlayment FL12328.6 N/A LSTA3B FL17244.18 ESR-3455 LSTA36 FL10862.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FL17219.2 ER-0200 LTT19 FL11496.3 ER-130 0. ROOF VENTILATORS_ Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A LTS20B FL17219.2 ER-0200 LT1720B FL11496.3 ER-130 Florida Metal Products, Inc VentRV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A L7W12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Borst Tile Voll, 900 FL7849.27 - FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 Sorel Tile Saxony 900 FL7849. 16 - FL7849.20 N/A MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-28M F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GuIfLok 16" wide roof panel I'Ll 1651.2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2608 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL16076.2 N/A MPH3516 FL17240.3 ESR-3447 WM1416 FL10667.86 ESR-2615 All American Shudens & Glass Galvanized Steel Storm Panels FL17869.1 N/A MSTA12 I'Ll 7244. 18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3465 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3456 MSTA18 FL10862.9 ESR-2105 A. WOOD CONNECTORS1 USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTC40 FL17244.26 ESR-3455 MSTC40 FL10862.11 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTC52 FL17244.26 ESR-3455 MSTC FL10852,11 ESR-2105 MiTek industries, Inc, Truss Plates 1 .1-F 7.5 N/A MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2813 C. ENGINEERED LUMBER VAyerhasuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 0. MATERIAL Cast -Crate Corp. High Strength Concrete Lintals FL158.1 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578,2 Evaluation Report MBHA3.58/11.26 FL13904.6 ESR-2616 NFM35X1BU FL578.3 Evaluabon Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SOS2.5 FL10441.4 ESR-2330 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 jobsits; 1) copy of the product approval, 2) the performance characteristics which the product was tested and rertified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection. PHXU3516 FL1724120 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10466.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL10456.7 ESR-2613 E RT16-2 FL17236.2 ESR-3448 H10A FL10456.8 ESR-2613 =:3 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 CD RT3A FL17236.3 ESR-3448 H4 FL10450.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 Z U) RT7 FL17236.3 ESR-3448 H2,5A FL10456.12 ESR-2613 CIO RT7A FL17238.3 ESR-3448 H8 I'Ll 1470.3 SIM200803 > RT&A FL17236.3 ESR-3448 SPI FL10456.41 ESR-2813 0 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 L- SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 > 0L SPT4 F07244.32 ESR-3455 SP6 FL10456.44 ESR-2613 CL SP11`6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 0 < SPTS FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 -6-0 SPTH4 51-17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 0 SPTH6 FL17244,32 ESR-3455 SPH8 FL10466.48 ESR-2613 SPTH8 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 -0 SLIH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 0 TH028 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2W THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 I'Ll'1468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 TH0412 FL17232.16 ESR-3445 HDC8­SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 CU THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 ca UGT93F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 < UPHD8 FL17219.5 ER-0200 HHETA20 FL1 1473.9 SIM200802 LGT3-SOS2.5 FL11470.7 SIM200803 LGUM26-2 FL1 1473.12 SIM200802 -0 O L SHEET NO. 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Kuhn Category: Raping (352) 49M778 PE-75519 subcategory: Metal Roping intoQgullroaslsupply.00m Comparxro "hot Eveludion Report hen a Flaads Registered Architect a a Licensed Florida Professional Engineer Model. Murder a NanProduct Description 1 0.032&qud; Aluminum 5V Crimp Mn 0.032&qud; 5 V CdM Aluanum Roof Panel over 15328,qud; Plywood 2 0.032&gtaL AWn1111um Gun Los Mn 0.032&qud; Aluminum Gulf Lok I Uqud; Wide Root Panel over 1532&qud; Plywood 3 i&quot, 249e. Gulf Snap 18,qud; Gulf Snap 24 Ga. 17&pad; wide Roof Panel over 1532&qud; Plywood 4 1&qua; 2496. V.-L. 1&tad; Veral-oc 249a 16.5&qud; Wide Rod Panel over 15/32&qud; Pywood 5 1&qud; Venow.m .032&qud; Aluminum 1&tad; Veral-oc min .032&quot Aluminum over 1532&qud; Plywood & 1.5&qud; 24ge. Gulf Snap 1.5&qud; GulfSump 24ga. I Uqud; Wide Rod Pant war 1532"ot; Plywood 7 1.5&quoL 24ge. VersaLoc 1.5&qud; VerseLoe min 24ge. 16&qud; wide Roof Pond veer 15M&qud; Plywood a 2&qud; 24gs. MegoLoc Mn 24 Ga. Uquot; MegaLm 18&qud; wide Rod Pend veer 15f32&qud; Plywood 9 24 Go. Gulf Los Mn 24 Ga. Gulf Loa 16&quet Wide over 1532&quilt; Plywood 10 24 Ga. Gulf Seam Mn 24 Ga. Gulf Seam 16&qud; Vide Roof PeMI aver 1x4 Wood Purlins veer 15/32&qud; Plywood 11 24 Ga. Gulf Seam Mn 24 G. Gulf Sam, 1 3/4&µId; Snap Lack, 168qud; Vide Rod Panel veer I W2&qud; Plywood 12 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Roof Panel war 1532&qud; Plywood 13 26 Ga. 5V Crimp Mn 26 Ga. 5V pimp veer 1532&qud; Plywood 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel veer 10 Wood Pudns over 1532&qud; Plywood 15 26 Ga. Gulf Loll Mn 26 Ga. Gull Lok 16&quoL Wide Rod Panel over 1532&qud; Plywood 18 26 Ga. Gulf Lok Mn 26 Ga. Gulf Lok 1 Mqud; Wide Roof Panel over 1532&qud; Plywood 17 26 Ga. Gul1PBR Mn 26 Ga. 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CMIPBR Mn 26 Go. Gu11PBR Rod Panel over 1x4 Wood 04/122024 Yes Yes N/A +NIA/ Pudins veer 1532&qud; Plywood -151.7PSF 19 26 Ga. GurPSR Mn 26 Cc GuIIPBR war 1SAUqud; Plywood 04/122024 Yes Yes N/A -NIA/ -154.7PSF 20 26 Ga. G WBR Mn 26 Ga. GulIPBR over 1x4 Wood Pudlne over 04/122024 NO Yes N/A +NIAI 15/32&qud; Plywood -151.7PSF 21 28 Ga. GuMtib Mn 26 Ga. Gut Rib over 10 Wood PudMs veer 04/122024 No Yes N/A -NIA/ 1532&tad; Plywood -164.2PSF 22 26 Go. GuMte Mn 26 Ga, GOMLib over 15/32&qud: Plywood 04/122024 No Yes N/A +N/A/ 59.2PSF 23 26 Ga. GuMkb Mn 26 Ga. Gu11Rib over 15132&qud; Plywood 04/122024 Yes Yes N/A NUJ 59.2PSF 24 26 Ga, GuaRib Mn 26 Ga. Gu11Rib over 1x4 Wood Purlins over O V122024 Yes Yee N/A WA/ lM2&qud; Plywood -164.2PSF 25 29 Ga. G lfRib Mn 29 Go. GUIIRlb over 1x4 Wood Puffins over 04/12rM4 No Yes N/A +N/A/ 1532&qud; Plywood -123.5PSF 26 29 Ga. GuMBb Mn 29 Ga. Gumtib over 1532&qud; Plywood 04/12rM4 NO Yea N/A +NIA/ A480PSF 27 29 Go. G RR, Mn 29 Ga. Gu11Rlb over 1 x4 Wood Pur9ns veer 041122024 No Yes N/A -NIA/ 7n68gud; O.S.B. -101.OPSF 28 29 Ga. GAIRib Mn 29 Go, GrllRib over 7/1 S&qud; O.S.B. 04/122024 No Yes N/A +NIA/ -118.OPSF Cold Voralon: 2017 FL M: 11661 Application TVW ALL Product Manufacturer, ALL Category: ALL subcategory: ALL Application Of*.: ALL Compliance McMod: ALL Mollify Assurance EMtiy Contract Bushed: ALL Product Model Nurser or Name: ALL Product DescdpWM: ALL Approved nor use M WAQ: ALL Approved for use outside MVMZ: ALL Impact Resisted: ALL Design Preserae: ALL Dale Pram: ALL Dote To: ALL �e N L Cn N M N OL O N CD - �- ICU .� U - N 0 0 O O c O LL O CU .w -p O Cn �/�� ca- .0 .C- -//ICU VJ Q Z Z W J zi C: O ■ a� -4-onall CU U m_ U) -tf +, a� U) CIO O L- Q CU Claw ilt O La. v, V m CW C Z Z Z Q J a SHEET NO. PA 1.31 1 D I K re- - 's�Ak(Jxv� �q ol