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Home My WebLink About3185 Moulden Hollow Dr-- — — I -- -- J I-L--1 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET REV IEVW OATI -� ' a ' 1I I — No. CITY 0 - :MPI` CS COVER SHEET PLANS EXAMINER �1 MAIN FLOOR PLAN 1.1 UPPER FLOOR PLAN S FOR � ,`,r S 2 INTERIOR ELEVATIONS COOS t�c�,LELEC`C\"trt�1�1�1� NA�'O 040 HE CITE �1 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS Ovko t ces F1 FOAM DETAIL 4 MAIN ELECTRICAL PLAN 4.1 UPPER ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 MAIN FRAMING PLAN 7.1 ROOF FRAMING PLAN 8 LINTEL DETAILS - SN STRUCTURAL NOTES SN1 DETAILS S3 STEM DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS ABBREVIATIONSRETROFIT DETAILS I A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated D1 SECTIONS &DETAILS Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room WP A/C Air -Conditioner Ft. Foot/Feet Red. Radius PA1.0 RODUCTODETAILSOFING APP OVALNUMBERS ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required PA1.1 PRODUCT APPROVAL NUMBERS A.H.U. Air Handler Unit ALT. Alternate Galv. Galvanized Rm. Room PA1.2 PRODUCT APPROVAL NUMBERS B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf PA1.3 PRODUCT APPROVAL NUMBERS 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 S.L. Side Lights J All Cir. Circle Int.HB Interior g Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space S.Y.P. Southern Yellow Pine Square Col. Column Laun. Laundry S. TB Towel Bar Comm. Community Lay. Lavatory Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT.T.O.B. Top of Block Mas. DB Door Bell Ma Laundry Tub T.O.M. Top of Masonry Ir: ]I... Dec. Decorative Masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Typ. Typical Dist. Distance Min Minimum D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Flr Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-08-15 2.0 FRAME-WAL REVISIONS 12-22-16 3.0 Al B1 ELEV. REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C� Z M O ID -01a 27 (D Q� Q� c� Q) LU i--J w O w 1- E (A r,*, rr ^� o M O V ! o Mm04 U w M C LO M '44 — U O O NO LL co mto o 0 Q1rn u7 v rnQ o A 1 B D® NCB DC N Q 1 O/EC-3 .NILU C L`� w; ¢(ate o �, Col fV Cl) DAU. .o 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O Z 0 n r> re) — M Q M U) to Q LL aU 0c) Z WLU J � oZ �o w� Z a Z t` Z< t=�80O $ Lu Wof �jZZ �0W w 8 W �W� LU o1 Z Z Q > �n = C/) ZZ f z Z Z o N O g U = U� �a oW <�0 � o O �2m� o¢oa *k N ZWOJ LU Z J ♦� a0 w3 Z o�o Z w Ili WoZ a cw L Q d i 2: Q Z 0 o OW8 OYa W V .--� Z CYLZ Z m Z g w Jo a Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS 43'-0" -0" TYP @ 2 STORY J S6 H.B. 5'-0" c 5-SH ----- --- — iv — OPT. 16" DEEP S3 — — — — — — — — — — — PANTRY _ 24 s4 REF. - 266$ B.F. -- 2x6 WALL I I I I 12'4- L 4'4" I I I 00 2868 I I I KITCHEN �,- H1 I I I I O c=i� 3 8 -8 FLAT CLG. ^ I I m I I I N TILE - I o I I CC 1 o I W I I I I — 3: 36 36 S3 I O Ir I I j I o j - ------ I r— —� I w I I o v LJ EDGE OF SLAB 2" BEYOND WALL N I O I X 1 I I I N 4'-0" 6'-2" 6'-6" 4'-8" 20'-8" I I I I I I 2 CAR GARAGE DINING ROOM 8'-8" FLAT CLG. I I I I I I PATIO I I I 0 8'-8" FLAT CLG. I I I CARPET BUILDER TO PROVIDE I I I o OC7 00 2'-6" APPLIANCE PROTECTION I I I FD o WHEN REQUIRED PER FBC I D I I � 2X4 #2 SPF W/ I —(3) -- — I I 1 TOENAILS S3 4'-0" (3) 2X4 #2 SPF W/ T W H N @BASE N o (3)16d TOENAILS @ o BASE -------tA %V t- TYP @ 2 STORY dI 01 FOYER 1 (2) #5'S J 0 01 0 LO 8'-8" FLAT CLG.S6 o u_ u_ u- TILE IT 0 �16'-4$" 3,_8„3,8„3,_6„6.0 4,-2, I R1�l N f I 2068 B.F. HD_RAT_T-4" - 8'_8" FLAT CL — — — — — — c 0 2" DEE ----------- 5-SH ' 4'4- _0 (2) #5'S _ CV O 00 00 G `� ih co r� S3 P O 0 " (3) 2X4 #2 SPF-, 8'-8" FLAT C G. FLEX FAMILY ROOM W/ (3)16d _ TILE 8'-8" FLAT CLG. TOENAILS @ T.B. CARPET _ 8'-8" FLAT CLG. BASE j 1 _ _ _ M 00 CARPET 42" SLOPING HALF WALL -7 10 FLOOR G.T.60 -- 5 (AC PAD AC PAD r 14 1I I I8-- I I I UP I I I Te Cl) TYP @ 2 STORY J S6 I I I I I I 1 3 H.B. J S6 TYP @ 2 STORY (3) 2X4 #2 SPF W/ (3) 16d J 1 TOENAILS @ BASE 8 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/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 18jX37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18jX62j S.H. 16 20X72 18jX71j S.H. j 32 27 1/4 X 26 26 X 25 J S.H. J 33 27 1/4 X 381 N/A S.H. j 34 27 J X 50 it N/A S.H. j 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. j 35 27 j X 63 26 X 62 1/2 S.H. j 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37JX63 36JX62112 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 52 j X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 J 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, equipped with self-closinq device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. 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 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED CD z M — o z� Q J (D Q) w Q �U — O w C 1 o tVt^7 OM o LL CL a7 M r- E — V m g r� O O N u 00 Uaa) Sao 0 o Q rn `o rn Q o Al B D• ° 4 C1t O N C-4 0 X Cl) . O - �LL IL ai•QUJI ,�rno'.; � t- o . 0 80 o` P, 5 QLL�i « .<.o b ID o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 n O M O Q�fU_Lf) Q I u- Ln CIL F_ U fl- OC) a E� Z WJ C:) d- oZ W0 za f a �Q�� E800, ZLOU Wa: �oWz OU cc N w oWo Zz O Qo �� z z °C O �3 ,�^ Y J ~o o _0N o U = r aoo 00 M x06 0 U it ins a n yy� Q- N Zadoa W J Z QH Q w �0 Z ri waf� WE —I 1--I LLJ cc G LLl Q O Y Q u j!S H ,-� ¢ Z z W w � Z *k Z a �o O � g = ¢Z r, ?--I a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 TYP @ 1 CORNERS D2 U.N.O. c c d 39'-0" 18'-8" 20'-4" D2 R&S EGRESS FIBERGLASS I I S6 M SURROUNts 1 I j TYP @ 2 STORY I W.I.C. BEDROOM 4 TP 3 D2 18'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET BAT BEDROOM 3 1 8'-0" FLAT CLG. 4 H1 D2 �� = 8'-0" FLAT- N CARPET Q W mfr o N I 1 �' ROOF G.T. r �ry r 102r, — — - 13'-0" — — _TILE 5'-52' — _ _ _ 1 V-8" W B 76 6.52-1 o 2,-4„ 4'_22' � C7 iv 00 G W 1 TYP @ 2 STORY CD w O O w I J oo co co- N N 3' z' 8'-10" I S6 � 4068 B.F. N O " Cl- Z Li 4068 B.F. '- 3 60"X36" p J 2'-3" SHOWER FIBERGLA -- 0 00 2668 to r N - N ------------- D2 -------- R&S SURROUNDc� iol SIW/ N 4'-0" Ln 6-10"6'-1 5' 4" 21 2668 13-7 '2" 5 STUDS ( ) cNq a M BEDROOM 2 OW 2468 0, BATH 2868 —� 8'-0" FLAT CLG. W CARPET 1 r,yL—, I 8'-0' FLAT CLG o I Ca I ATTIC � TILE a:I o 1 1 I Li - L N. L ___J V) m — -----T—, TP -' -0" FLAT o to �. a 1 TILE 00 ccoc N wo I a _ Lob I � 1 2868 °? X-82' 1_92 2'-4" 6-10' 5'4" 2'-6" En - r—� o rn _ � F- N 16'-8„ in 2 2 v OWNER'S �6 j I R.A.G. 6 SUITE 15 = _= LOFT H3 8 -0 FLAT CLG. 14 I I N O - � CARPET 13 — -- 1 -- -- 8'-0" FLAT CLG. CARPET 6 H3 ROOF G.T.tu "' 11 Z T 0 N 10 1 = II r TYP @ 2 STORY 112 3 1 4 1 5 1 6 1 7 18 1= Q TYP @ 2 STORY 7 J I I I I I _ S S6 CV LL. I I I I I= S6 `J- 1 8 38'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2)- 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS **WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT - SEE C/S6 WALL SCHEDULE 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 18JX37j S.H. 14 20 X 501 18 j X 50 S.H. 15 20X63 18JX62j S.H. 16 20X72 18jX71j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 j N/A S.H. j 34 27 J X 50 1 N/A S.H. J 33 N/A 26 x 371 S.H. j 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. J 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 251 /2 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 J X 50 i 36 j X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 1 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. r1anarnl nntae R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET OW14OMPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1 ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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) 0�20 zM 0 Z Q J z Cz Q) cn 4-J w �U — 0 w N E 0 M (6 20 CON U U w a)M 0) (M N 2 0—coo O o0 ow U L LL oD aoi 1 0n 0- 0 O d' a0 CL �Qo A 1 B D. on w �" Z W ©�0 PO Z' M Ur LA L� Q . .. F - �9��o< O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 40 Z O +L_' > to M O M Q z 6 LL i�.. ^ Q U o. 00 �. z�� WJ C:) d- Mj 0z W� zaa za r~ �i acc0, zOU0 z Ow W Q Z) z z yyy� 0_ J 2 O 8 W mow° L oZ >O U Ln O g vi 3 1 ^ LL. -a N o s 0 O a U 2 C\1 oLL a�0 0 M J O x oaoa wwa z Q ~woo �0, Z 2 w In , z J LU owo Y a ~0 Ln Q Z z <z Cy m g z Qz rn = ,--I 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.1 I ;L ; ) Z < E n L 0 � SEE PLAN FOR LANDING DEPTH � MIN. (3) 2x STUDS REQ'D @ END OF LANDING BELOW HDR. BEAM. STANDARD (3) 2x12 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OR LANDING FRAMING (2) 2x HDR. REQ'D @END OF LANDING FOR STRINGERS TO CONNECT TO MIRROR 0 F1 M .-J OWNER'S BATH O M O CV q ih BATH 2 KITCHEN ISLAND KITCHEN KITCHEN PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MANSONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TtTENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH N -F-1 SECTION_ INTERIOR ELEVATIONS SCALE: 1I2"=1'-0" STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" PRE-ENG FLOOR JOIST W/ 2 (16) RISERS AT 7 9/16" ( ) 10" TREADS w1 1" NOSING LAYERS OF 3/4" PLYWOOD Stairway construction and handrail to conform to the FBC 5th Edition (2014) FOR SOLID NAILING Residential section R311.7 Riser height: CONT. HANDRAIL The maximum riser height shall be 73/4". The greatest riser height within any � flight of stairs shall not exceed the smallest by more than V. 1x RISERS (TYP.) Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any STANDARD (3) 2X12 flight of stairs shall not exceed the smallest by more than STRINGERS W/ SIMPSO " A35 CLIP TO FLOOR Nosings. SYSTEM The radius of the nosing shall be no greater that 9is'. Solid riser nosings shall 2x8 #2 SYP JOISTS @LANDING @ 16" O.C. w/ SIMPSON A35 not be less than'/+" but not more than 13/4". The greatest nosing projection shall Li 2x8 #2 SYP JOISTS @ NDSNG not exceed the smallest by more than Y2". Beveling of nosings shall not exceed @ 16" O.C. w/ SIMPSON 35 CLIP Yz" OR LUS26 HANGER EA. IDE SEE CLIP OR LUS26 HANGER TO w I LEDGER Q 2x12 HDR. w/ (3) 2x STUDS AT � I EA. END FOR BEARING "PLYWOOD @ LANDING Ile PLAN FOR CLG. HT. Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a J I STANDARD (3) 2X12 � U zCD z� Q J +-J w �o 0 w � c E o rr^^ � (� OM _ O m v U a) M C Cl LU Y F— c0 00 60 ti T.O.P. I HGT. I I 1 I I I l 12 5� 1 12 �5 1" x 4" SMOOTH ==JJ TEXTURED TRIM / BAND --------------- 1E 0 0- N 0 1" x 12" SMOOTH - _J 12 TEXTURED °P = 5� 25 SH TRIM / BAND 2nd FIN. ----------------- — --- FLR zt-/ T.O.M. o F20 I J HDR RHGT. I _ I I I F1 I I li I I 5 H F1 I F.FL. I I F2 F21 FRONT ELEVATION - B1_ SCALE: 1 /4"=V-0" 12 LEFT ELEVATION _ T.O.P. HDR HGT. N co _ 2nd FIN. FLR. coll-T ------- T.O.M. _ HDR HGT. F.FL. - B1 SCALE: 1 /4"= V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed Z co 0 co Q J U, z V) (D Q) cn i--J w Q O w V C I— E ,^ � M v , O C)o �m� U LL1 �, M C k0 M +' 1— E O N U M N O CD a)O U _O O ll O cc 00 ou7 °nc Q rn rnQ o A 1 B D• N` B°` ; N i • 0$00, n z Q ^L,> �� o\ f Yh f� i a o �" - 20 U0�y .Nl a g o CQ, W cit, rQ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O a� 1>+�MO M U-) a Q W LL Ln U fl. 0C, z< -ag Z`:M`� (73 W O W J� d- M OZ �o 35 w� za¢ f � Cn Yj<-W0 o o z O r z Uz rs< w z r� R i f - W Co Co Z ~wO L _J O kn zz >0 W W f w LU Q :5 (3) Ln o - N C) s 0 z U = zJ Q Z w "' r_oo H6 C:)O gmJ Zama N A I z < O Q J Q 0 1=) Z u- o WL r) LLJ Q W o W Q O W u is V --1 , Ln Q z Z Q z o Z z <� c) g = Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 I I I I I' t 11 II I,ifL1!I I"li II !I - 11 1 1 l 1 1 1 1 1111 IRI ll 11111 ' I I I _ I 1 1 _ 1 1 1 1 III 1 1 !'100 00 Mld' BD ti 001 00 12 5� T.O.P. HDR HGT. 12 �5 2nd FIN. _ ---- ----------------- --- ------------ -------------------- FLR. CJ/WE/WEE CJ /WEEP T.O.M. - - - - - - - - - - - - - - - - - - HDR HGT. _---_ _____ ROOF TO BE CENTERED ON DOOR 423 PS 'v T.O.P. HDR HGT. ---------------- -- TEXTURED —J CEMENTICIOUS FINISH ON C.M.U. (TYP.I F.FL. ---------------------------- REAR ELEVATION — 131 2nd FIN. FLR. T.O.M. HDR HGT. F. FL. SCALE: 1 /4"= V-0" RIGHT ELEVATION — 131 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0� Zo — o Z(09 Q OJ O t/) 0 Q) cn W •U — Ow V I ^ E o C')o v J �m� U O w a; o mM m m a m U O O O - L L 00 0 U aa)) Y rn "a o Lo O � Q rn rnQ o BD. III b� rn•-Z ;¢ i LLUJ y C lL Qi s rr}y p C, tyrlV ' O -_ m f r. � o r... tJ E m + 4 v a t V fj'/`11filll1,Wk '\P El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 CD Z cV O N n U0 5 l0 L>-I M O M Q "v Ln a) C) Ln Q !:] ` n � U Q00 z z�� WJ � J oZ �o W za z a z �F �j¢�ir P U ww< _0 ` isnwz R E J a}OUWa'�$ LL N W J W m z oV) s- W>zo u az Ln LU z z �3 1 h U 0 N z Z V 2 Q J Q 9z 89 0 Ob LU CD fr ". oQoa CII (wu`a�za Q � W 3 Z CY W 2 H Z J rl IccLI di W o o w u he4 �.} V rl G Q Q Z W Q - W UUn In Z Z Nz O A 1 ` J LU = Jo ¢ Z rn ,-1 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.2 2" 111 2" "NOTE: VARIES 1" RADIUS M N FOAM TO BE USED ONLY WHEN - 1/2" RADIUS `a 3 1/2" RADIUS REQUIRED BY COMMUNITY ^ _ r^ 1'- 3/4" RADIUS 4 � iv co io SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �.2" �- r`-# N BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES N 1• EDGE OF OPENING = VARIES 0 M r 1 N 2211 VARIES 411 34" 411 4 42 `x T 2„ M 12 VARIES 1EIN 1 1/2" RADIUS 2 1/2" RADIUS _ VARIES 12 32" 11" 32° =ia 311 ill t11 111 111 111 co n'nia 111 111 T a" 311 4 4 BASE "NOTE: FOAM TO BE USED VARIES g^ 211 1 0 N 3„ ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1 OPENING VARIES _ 1'-6" 1" T 12' DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF OPENING 6„ v ' T 2411 • • O 1 <V "„ ' 10" 2111 _ 10" s" N 1-1/2" THICK 1-1/2" THICK - 4Li _'v st T M _IN =u (J' all 6" 111 2 N 2"4"311 211 N W > _W > �IN — 1-1/2" THICK 24111 321 - I 2 -4 �� 4' I 5211 1,-5„ 5211 _I oo 174 V-411 3" 1211 - co i 11 5- 4 " 111 M 2' I -- —� (V I —k w 22" VARIES VARIES i - • 4" 8" 32' Ft1 lq4 - NOTE: • INSTALL OVER STONE, TYP. io i Rs m r ^ 2 4a" g" 411 CV N • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH VARIES • FOAM/ EPS MATERIAL IS ACCEPTED M z 0 TT KEYSTONE F11 � OPTIONAL 1 VARIES • Imn • • • 3„ a 1 4" GARAGE DR. OPENING 4" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 V-6j" L4 12 2" • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 0o CO 1" _ "vEN v 3'-8" 4" 3'-0" 101, V-4" 101, 4" o N = KEYSTONE F11 00 OPTIONAL 7 1 3" a° — N ' 4" WINDOW OPENING 4" 2'-1" 54" '-12 1' 54" 7" 60 0 ' gyp° GENERAL NOTES: 1 R'O 1a 1 `r A�1 • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH M n CD to M — z� Q O co z W Q) Uj i--� w �IDIMCD Q U - O w i � E o ,(/ � M v I O o U M w C (o M — U O o0 LL 00 C)aoi Sao O Y o Qv� u) ' v a -- rnQo B D. � N CN N co N fn N o 0 0 o M 6.10 Z Zm 01-z Jz F s u- .- .s o W WQ�1n�N aw Z �ypo�Cw �M m �� Z 001 Q :9 Q W "t < 04 N 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z N O > U.) M O M Q M Ln a U L Q a) — In U a00 Z WJ CD oZ � O W z a z� d d f F U d K �480, ZWwX J 0 w z OU��N W W F W O L M OLn T O }- F- Lr) M a U Z W 5 H � a N Ln � N o z U = W �� OW. 0 M ° F X ¢0z o xo8 O W U2m2 (V Zoa 0 �da� Q Qdo�3 z W o o �^-1 J �{ cLij G Q o 0W L Y d r� Ln Q z Z w d�Z vi k z o �o O g Lu = dW rn a- Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET NO. F1 1 1— II l 1 I 1 1' I I I l I I I II1 1 I 1 ! 1 1III 1 1t II _ 1 L_ I I _1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. - 200A INDOOR PANEL CENTER MAIN O 200 amp 150 amp POWER CO. FEED----_ INTERSYSTEM BONDING o TERMINATION PER �I NEC 08, 250.94 J NEMA1 200 AMP copper 10 lights & outlets copper to 20 amp ckts 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) W 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 L J OPT. CEILING FAN (9D (1) PHONE LINE, (1) DATA PORT ®R DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS WP GFI A 401 WP GFI DISC VERIFY METER LOCATION WITH BUILDER H. GFI GFI GFI- - VERIFY LOCATION IRRIGATION r----- _ _ _ ------- - OPT. - - ELECTRICAL PANEL i GFI @ 44" A.F.F. ••�•• REF. GF I I KITCHEN I f Ili \ I I - -- ___ -� \ I I L� (PGFI Lil GFI FOR I I GFI @ 44" GAR. DOOR I A.F.F. GFI I I I I 2 CAR GARAGE CID DINING ROOM I I I I \ I I /PENDANT AS I I / PER SPECS O L-----------_ GFI @44" Cl)M W.H. A.F.F. t>9-� qp 3 FOYER \` H.B. ROUGH -IN FOR � / OPT. CLG. FAN/ LIGHT PRE -WIRED FAMILY ROOM / \ I I \� 1000lI ' GFI / I P R. FLEX TO 2ND)�12 - GFI FLR. ROUGH -IN FOR — — — — OPT. CLG. FAN/ ----- LIGHT PRE -WIRE 0 0 1 MAIN FLOOR ELECTRICAL PLANT SCALE: %4"=1'-0" U' zo — o z� Q OJ z n�n ' w Q 0 w C l E o r ^ v ' 1— O r 0 m I_ V U a) M W F— E V W Ct 00 Cl) mM O O ... 00 to 0 .. UW Wao 0 Y Qm Lo V cao A 1 ti N N U-) N o�vw M 0 Z °o Z -Z U z LW N r '� ly O � co6 w LL CS cc W W C�.- cia'a�� w ZV r7 m 7 -y�9w �z �m � 0 r- m W Q Q M N Q ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O N r-, :-J O fYi O I/ —I Q u to a N Q U IY U a 00 Q Z M J W S oZ 0, w Z a Za z Q f�<2EQ,� r-z81° J Z LU 0•. �oWZZ J Q CL f U_ U��o w L , Ln zz }o Ll) U Z Z N w �3 Ln w ~g o -a N o J Q U = O LL ow < le 0 M O m2 oQoa N Q w�ZQ a Q d- O w a Q�fo Z YD oc W �--I Lr) w H p ��Z J r-I W Q a w 0ZU owu was ri Q Z U, w Ln z LinZ Ln ji z 00 4 = J0 Q rn J rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.0 I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER NEMA1 200 AMP MAIN O 200 amp 150 amp copper to lights & outlets copper to 20 amp ckts .2 copper to WH .3 cropper to Dryer or 4/0 SER Alu POWER CO. FEEDS f INTERSYSTEM �I`JII 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY RECEPT. FC" ...�.. DUPLEX CONVENIENCE OUTLET ^+ �kk,` (J ' I 'rIN ATTIC , DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET FI I L N' 14��---J ROUGH-INFOR GROUND FAULT INTERRUPTER DUPLEX OUTLET I OPT. CLG. FAN/ G.F.I. LIGHT PRE -WIRE Fiiii-HALF-SWITCHED DUPLEX OUTLET - I 410— SPECIAL PURPOSE OUTLET db qp \ ` j DUPLEX OUTLET IN FLOOR 1 V S.D LT OUTLET 220 O OU )••(� —� I I 11 WALL SWITCH C M / / I $3 THREE-WAY SWITCH OWNER'S S ' ?4 FOUR-WAY SWITCH �� -- �— � SUITE — I LOFT jR RHEOSTAT SWITCH /J H 1 1 CEILING MOUNTED LIGHT FIXTURE !%h / / I \ \ _ 2 WALL MOUNTED LIGHT FIXTURE G — --- I+ ROUGH -IN FOR O RECESSED LIGHT FIXTURE OPT. CLG. FAN/ _ __— ROUGH -IN FOR LIGHT PRE -WIRE / OPT. CLG. FAN/ LIGHT FIXTURE WITH PULL CHAIN / — --- LIGHT PRE -WIRE TRACK LIGHT T 11 T 1 I I FLOURESCENT LIGHT FIXTURE T FI R I I I I O EXHAUSTFAN 'WI EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ED PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM 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 ELECTRIC PANEL I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT UPPER ELECTRICAL PLAN SCALE: %4"=1'-0" Zco 0 0 z� Q J a. `� z ■ Ul) n ' n Q) C W �U - O Lu 0f F- E 0 C')p v I O ,V U a)M W — U ® e- O c m M .2 N O o a) 0 L_ LL 00 U a0i U) o- 0 O Y Q rn to �f rnCL <6 A 1 B o. ti N N_ 0 ciz y00 Go 0 Z W ^Z tiLL �.__ tl � C LL QW _�N ' V a °-LPL i vrArn ct,w Z �m Cro •� �gEo LLW m Q�<�i4 N Q M Ov 50 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O a� >�,ro- M Q U-) '0 Lf) Lr)in a L_ Q U_ C1 M Q� U cCL a OC) Z ?> E J O W d- oZ 0 ZS W� Za �a Z Q a.o_ Z080, j LL FZUwX �owZ _J �y7QJw R 0. U OU N W i two o� o Z �Z > Lr) U Z z A '` w a Ln J w � o -0 N � S ZW J Q = O UL �� a�ZO p M J © XOcg U c0'm� o. a N1 T!• (� Q Zaoa C<J Z J Z J Q Q H O w K g F-- Z Z Solo W Lr) W Q OZo O Y Q V ,—I Q Z Q Z Cy J o g = az LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.1 VENTED SO 40 SQ. FT. V CIV 1 CV %7VF_[_1 1 It SQ. FT. ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off-RidgeAmt (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of v vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.000000 0.000000 Floor 0 0 0 0 0 0 0.0 0.0 0.0 (Zone 1) Upper 9 2.000000 Floor 1533 1472 210 736 53 368 411.0 276.0 (Zone 2) 135.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. 777-777771 VENTED SOFFIT .NTED SOFFIT SQ. FT. ZONE-1 ATTIC SPACE 35 SQ. FT. ►FFIT ROOF PLAN SCALE: %4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed z z0 Q CDz� O z (f))0 , Q) cn w �U — O L11 I— E �v' Or- O mr W M C� fC M EO — U ® N '0 0 O o - di U L V- W 12, a)) -meu7 a c O T Q M CL rn Q o B D® A1CJ h C B.0 ca :VFAQpP JM o` W.' . LL - s Q U) .. _ _10� LLJ t W,4 ° LL N04 JV _ ° CM ° �i a� -0 C/) 0) A m �,J 0 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z cV 0� M O M Q4-1 U rO Ln L (n I� Ln Q I- U_ C" , M tY V rt3 00 Q � � Z WJ C:) J oZ w � z a z f F > y� V Q �?0O z - Z v Q p w Z ce z J 0.2Lo OaLLN w mz0 F oZw L A W } O i : III z Z ZW z L N o o Q a U _J 9 X O W A= ` 0 M LL < �e _' C:)O ��m� a a t V uJ o a w 0 J Z J Q Q V Q Q$ f Z Woo Z �WOI- W L!i QLL=5 o LLJ a o W W " ct- ¢ z W z Lnzz m = J [1 az SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 5.0 I I L! I II I I' III, tp I'INt I I_ I'! 'I I c c d 43'-0" -0„ 6'-4" 6'-0" 6-0" 6'-0" 5'4" 4'1 4'-4" TYP @ 2 STORY 3,_0„ J S6 H.B. t. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN .. - W W CONTROL JOINT DETAIL SCALE:1 1/2"=1'-0" ■ ■ ■ ■ ■ ■ ■ ■ 04 2 STORY In CC (2) #5 REBAR FND.OFOR QUANTITY `D S3 VERTICALS w/ in I �r• o I I FILLED CELL I , ■ : ; ' r #5 X 25" X 25" CORNER BAR ONE FOR EA. rr-e HORIZ. REBAR, TYP. 11 11Io �0'-0" I .. ... U.N.O. o b II L L JII 3 I I ' -- ••Alternate: r J �r ih II r III z S3 ' • The reinf. bars shall be i- - - - - - - - - - - i I4 • I I Cont. around comer by cold C" 1 4'-11" �0'-6" bending the bar w/ min. ■' I I I -4CJ - I bar lap of 25". -- - ---� _ I I CJ I o I- - t `° N TYP. CORNER BAR DTL. ;n STEPS AS I KITCHE SLAND SLOPE REQUIRED PER I LOW WALLS CHASE I I ( SCALE: 1 1/2"=1'-0" FIELD I TO I I I ISLA CONDITIONS : ND ■: I I I 3-1/2" MIN 3000 PSI CONC. r ( PROVIDE 1 Y2" SLAB FOR HERNANDO I I L I RECESS FOR COUNTY ONLY 0 o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC 7 I I MASON'S SLOPE SLAB OVER 6 MIL I I 2 STORY I �3 1/2" FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER _ `- APPLIANCE PROTECTION CC (2) #5 REBAR L — — I I �� WHEN REQUIRED PER FBC 33 VERTICALS w/ in A-FFILLED CELL I (2) #5'S iv 1 - I J o r TYP @2STORY L--------- M. co S6 PROVIDE %" x 9" -3 1/2" x 2'-6" x 1'-0" RECESS FOR FRT. DOOR SL*---2'-6" W/ (3) #5'S E.W. ■ : 10--0" TOP OF CONC./ PAVER TO BE 4" L o BELOW FIN. FLR. S3 q I I (2) #5'S IL rlM I U1STUB UP --...:::::: I2ND FLOOR FOR A/C I 2'1 x 2'-6" x 1'-0" o N CJ (;d CJ W/ (3) #5'S E.W. N _ _ r, —cl N 5' i1" B I I INDICATES FILLED CELL w/ 3000 19'-0" , — I "41 s L -A + _ PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY . • :: ; : ; : ; : l i BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES ( N _ _ I I SHOWN HOOKED FTG. DOWELS 5" "' co i EMBED W/ 25" EXT. ABOVE SLAB N "GRADE 40 STEEL" I HVAC CHASE o ■ BASED ON 01-01, j I LOCATION 5'-4" :: 16'-3" S6 v`--- -- — -- — N — ---I— — G —• — -- — — --- — — � ■................ ................. ............. ............. . ..... .............. ..... :....■ H.B.+ 3'-0" i TYP @ 2 J STORY S6 6-0" 4'-0" 64" 2'-21" L 2'-18" 5'-0" FOUNDATION PLAN SCALE: %4"=1'-0" (D !;2_ Z n Z(09 Z Q J U, z V) cD Q) C Q)M L1J o "U — .[2 O L.0 F- E tN^^ �v' o OM o (� U m a)M LJ J EO iT n C f0 n 2 C N (D a) L LL CD � ao U� U)Qo O Y Q 1 Q O A 1 B D® c-BL, H o oq o C Z�co ;M'rz c I - 0 o - I 4L C - V¢` `0,� Y ' Zi d 2 z c;, Z M0-� -1 _I A C N O- 14 IW 0 4 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 N n �>•-I U CD Q 'a ll) a V L-- L/� Q L- U_ CL Q U QCO Z f W J�� oZ 35 w� Z a E a Z �aa 0 ° �Z80 ZUWIr j z a J �wZ U'00 Lu z of O "off© } o /1. / Lr)Q a V z z z Z 5� N� 1 s o NO z u 2 O Z J a o M ° O r- P OZ o Woos V 2m' fV a a o¢o< Z W O J 02 Z a Q $ iW- o= Z o wC w J di z Z <LLo W G 2:C Q VOwu LL Y a .} V L ^ z O a z z �w' a V) m g = a w a LO SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0 CJ11 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 110 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 1 31303050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD70 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 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 3-1/2" Q HUS28 2000/4220 ** 1720/3125'* 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 7 OR;PLY PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �A) �1/02ER NTERSECTIO SSSPICINGPLICING 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. NU I E: 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 2x STUDS SEE PLAN x ____ jFT2 SHEATHING (SEE TB13 �--�— FOR INFO &—� U- C14 FOR NAILING INFO.) PLYWOOD FG3_ _ _ _ _ 2x6 CONT. W/ (2)-12d NAILS @ EA. TRUSS FT5 2x CONT. W/ (2)-12d CANTILEVER I I I I I I I I NAILS @ EA. TRUS _ FLOOR TRUSS 0 I I I I I I I I I 1 I11 JI 2x4 CONT. RIBBON W/ , (4) 16d NAILS @ EA. TRUSS 2 TYP @ 2 STORY A 2x BLOCKING W/(2) -12dT— D2 S6 NAILS @ EA. END - - `\ - SEE PLAN TRUSS BRIG . a ONNECTOR AT EACH TRUSS, 8d NAILS @ 24" O.C. SEE PLAN TO BLOCKING LINTEL SEE PLAN STRUCTURAL SHEATHING FC03 CANT. FLOOR TRUSS CONN. SCALE: 3/4" = V-0" MAIN FRAMING PLAN SCALE: %4"=1'-0" Zco 0 — 0 co C, Z Q J cn' C� W cn JJ"J w Ow C E o II^^' �vM (� O m 0 U N rNi w O C) f0 Cl) mach — r,...," 6,20 0 t LL 00 U C 0 Y Q rn Lo O � rnQ o B Do LO N ,Cl Ic�-Z1 cp UL rhNr�iN w C LL O C1�3 -CN5 NNl. H N Q v),'E J,.. LI 5. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C) Z cV O a� C:) M O r>-I M z 0 Q L- L.L aUCL0 z�fu LLJ W lO C1" 0z Ln Ln W� z Qa f Z �ao0, �oZZ W f J W W O � W N W F- W L _Z � o� } O > � Z DC L L. a z� Ln ~8 - N O o O J z U x- 0 O O <Ro �Y� J O x O o O g cc �ii�a N ^ z¢oa W � J �/ �aa¢ Q 0 $ou-o Z w J Lr) w QW= L]jQ oho ,--I Q Z W o ¢Iz Ln Z aZ z OLU ^ Q J = aLn r-1 T--I Q- SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 7.0 II I I I' I Ill L 1 3LOCKING Cx TY 3Y Cx UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 112" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 1061-1/2 HTT4 2715 5/8" ANCH. / 20 1061-112 J HTT5 4350 3740 5/8" ANCH. / 26 1061-112" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K H * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 1 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4'. x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d HQP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT RECI'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 + +) (B) B) (" ") (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR L q�R�ER CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE V-0" ON A HORIZONTAL PROJECTION. NU I E: 5EE SfitE I U-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP aQ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" (DV 0 z MFIR z� Q J CL l/i (D Q) cn 4—J L u 0 *U — 0 w Vi 01- 1 E 0 Vi 0 0 U IJ (DM C) N M 3Yr:. O W �sr ,i; —q N 'OM Ooo K 00 0 co UCD W o- o Y Q rn LO O rn Q o A 1 L �w. x L �. =a. Uj t'.! �•iY� N- C IL- Ica 000) 9 tN A o N Z � ajC� N W C,4 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C) Z N O I� H 0 M Q M Ln Ln " Q LL ii . n z Q U a� z E (� z WLLJ Cr' J oz �o 3� w � za < f Z r~ z< z 80 Q J ��WZ �OJW v 8W N Z cm W 0 L _ ON >O az L z LL, _4 3 D Ln cr x ~ Oo g U T y O LL QJ Q 5 f Lu > 9 Tccclnil) LL fLOOZ0 a Womn {L (V O Cr Z<oa W 0 J J TT�I- Z <a Q I¢$oWK Q f z W ui w Wo o d�oz :¢LLB L Q Q z o Z o a O YLu Q f- W V ri z z Ln z J (20 `Z ^ 4 J = r 1 .--1 a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. 7.1 _H f -1 1 1 1 L_ - GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints 2. Shore filled lintels as required. 3. Installation of lintel must comply with th a architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" ong notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertica deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located it 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 provide I in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational deI analysis per ACI 318 and AC1530 10. Product Approvals: Miami Dade Count �, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed i i exterior concrete masonry walls shall have a coating of stucco applied in accordan �e with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with ventral (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine Ic ading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALTY MEN 0 0 0 on so am 0M 00000 on so 0 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY ¢ w 8 F 16- B/ 1 T I 0� to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR MIN..(1)REQ'D (1) CI 2. CLEAR ALTERNATE POWERS STEEL LINTEL G ° O d d C d No C.M.U. #5 REBAR A: TOP 44 d a GROUT MIN. (1) REG D o ° Q 1-1/2" CLEAR _ ° D C d ° dt A r, ¢ ° C.M.U. Q ° 5 REBAR AT = (n y w e O BOTTOM OF a rn F t Q - o ',*-BOTTOM LINTEL CAVITY w v 0 w i O t' n O � U REINFORCING PROVIDED IN LINTEL Q ¢ 0' : i z LL 6 W i i ¢ _' - uJ i i � Ir a _ D D 5 REBAR AT BOTTC °. AS INDICATED 7-5/8"ACTUAL ' N MINAL WIDTH (VARIES) U) :: ° ° MATERIALS ci—f R tl"intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 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) 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y4' TITENS OR (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ (4) USP MSTAM36 STRAPS ((2) STRAPS EACH SIDE) 2x8 #2 SYP P.T. BASE PLATE W/ Y2' EPDXY ANCHOR OR %" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to m inufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to m mufacturer's specifications. 3. If lintel is s ratched or damaged refer to Powers Steel for repair. 4. Lintel dept i to match precast depth. One #5 Bar required at top see lintel p an/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying # a cementitiuos coating. See contractor specifications STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDLLE SEE P -AN T/VVALL 8" KNOCKOUT COURSE W/ (1) #E CONT. SEE PU N FOR FILLED CELL SPACINt a 1 WALL SPLICE DETAIL SCALE: 1' 4'-6" LL C� 6'-6" LL E 5'-10" LL r rr fr' : fF ;r : • f rr : rf • rf rf r' rr •r' G --)MIN. 54" LL ,rr .. .... ............. .......... "r �E �, MIN. 17'-4" LL 5'-8" LL ;C CA 5'-8" LL r 5'-8" LL LE E 5'-10" LL LINTEL PLAN SCALE:'4 u' z co 0 Z Q J z n�n , cn w �U — Ow N � r /) E o in M v , O 0 s V U a' M LLI 44 F- E C� f0 M NAM CN 00 Ua) Y U5n.o u7 O Q m 0 0. Q O A1 B D. `a�`, Co I4- ll_. T y'� .; yyJ s u y4 y 0)a<4, LLzM44 ac To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 N rI II a--+ O Ili M O Q U-) (U Ln 91 'L to Q 0) 0 Lo Q FI M U Q00 a E �- z J 1 W� ?z 3R a p W z ¢a fa �QWir E80 "Wa p w Z 0� OV K LL N w mZo oLn L Q) . w L.I ] } O ¢z z w g D Ln70 z o N J 0 z V = J� OW ��o 0 F— ZVtr x06 pJp—, (V J Z oa Q �- Q$ zo Z Z ,~-I W o, o �wOF- PH . he¢ V 1—I G Q Q Z ;'_1 W a�z k Lin z U aZ o g = �z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 8.0 01 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEP4BERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQ JID 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 INFESTAI ION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED =OR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO RE PLACE CCA-C. MANY OF THE NEW T T THE NTRACTOR' 3 RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 0 STEEL. IT IS CO SS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EX %MPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOE: NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDC US LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, I'ART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS >HALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SUE ING 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 ROOt IS, 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 V/ALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE VEAREST 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 DE SCRIBED 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 (0.8:6 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) HORIZONTAL[ Y 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) ABC VE 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 Mt 1) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HA:ARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON T[ IESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE C,�PABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN' ECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLj kSS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLCRIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE FAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5lrMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 61TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR 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: 10PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 3/4„ 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWIN GS NGS 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 ANSUTPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 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 A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilubpn. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n rete overpour nd mortar along the foundation perimeter must be removed �ie�ore exter�oor soli treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewells. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) 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 OTHE R DESIGN PROFESSIONALS SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION F FLORIDA 0 DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (� zo CD z� Q OJ � U cn w C) 'U 0 w N Cf I^ I- E o M v J � U O o mr w r H- EO U a)M �' m Cl) N O M O - co co (1)(n Q. o O Y Q rni Lo q Q o N N L to a o , N o ao Z �y� W Y1F r • ' i 0f en t Af -..1 z LL J N� LLlu LL g� T .. MS. c N gEIn2:. 8 wW v w N �. 0 f4 0. To the best'bf, he Engiofz Lm& e, i n tion, and belief, the struc•Edql. )ans and specif�rbA3 contained within these drawiri s cdhiglyjjwjt't�ili� Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O 1-I +-' O f>O M av'v`r' Q L_ LL ^ U�M a00 Q E Z LULU C:) 0 z of0 w� Z a fa cL b<wm Z�0L) LU W �ozlZ W N W -W� L W ZZ >U Ln 0 Z z Z n3 Ln Q o � N � g 0 Z U = J �f 'o� J 0 C:) Er- i,XOCQS �2Ea CV C~%) Z�o_J z w z Z < Q Z Z J Lr) LLJ aft = F_ LU oWu Y Q rl Q Z~� y < cr *k Z o Z o ^ g = az ui r, .-I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SIN �— _ 11 1 1 '11 1! _ L I 1 _ II 11 A LI '' _-1__ I 1 _ 1 11 CORNER OF HOME GARAGE SIDE J 10'-0" TANK -LESS W/H H C G \ O O O 5'-0" STUB -OUT FOR O 1'-0" o o ;n GAS METER � ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF-CEI4TER 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) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS [*TOENA IL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RI)GEBEAM). * SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE &RIDGE LINE 0° PLYWOOD OR 7/16" OSB IDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + + 6'-0" + + + + +++ +++ + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels 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 902.0 2 x — lumber Double 2 x _ lumber FILL CELL STD. 900 HOOK BOND BEAM w a STD. 90° CONT. #5 CONT. #5 BAR HOOK E BAR #S 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 BEARING COLUMN _CONT. BASE PLATE SEE PLAN FOR REQ'D �/—PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION —TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI `'—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN 4 OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. } Small a 2" min. gap Filler blocking 1/8"gap + i � 2" max. 4" max. Web Stiffener_ Fastener Schedule Joist Bearing Location Series Depth End Intermediate ®I 9-1 /2" , 2-8d 2-8d BCI 5000s 11-7/8"2-8d ` 3-8d Clinch nails 14" 2-8d 5-8d when r 9 1/2"_ 2-8d BCI 6000s®, 11-7/8" ! 2-8d 2-8d 3-8d possible f BCI 6500SO. 14" 2-8d . 5-8d 1) Support back of web during nailing to prevent damage to 16 2-8d 6-8d web -flange connection. / BCI 60s® 1114"- 2-8d � 5-8d _ 2) Block solid between joists for full length of span. Tight fit g - 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d - 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener — �" min. BCI 90s® 14"_ 5-16d j 5-16d_ required when Indicated or max. 16" 6-16d 6-16d 2x_ CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. - OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi h rth 15001b SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate �1/16" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. g e an . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls Squash block) 10d nails SECTION @ INT. BRIG. WALL require additional consideration. SECTION minimum ID Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges rlli �� 6�� A 1 2' ROUND HOLE MAY 6�� 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN iY" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 1'-T' 1'-11 " Any 16" joist - Span (ft) - - - -- --. 8 1'-0" 1'-1 "� 1 7 T-2" 1'-3" 1'-3" 2'4" 2'-9" 3' 2" 3'-7"' 12 V-0" 1'-1" 1' 2" 1' 2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-T' 4' 2" 4'-9" 5'-4" 16 V-0" 1'-1" 1' 2" 1' 2" 1'-T' 2'-0" 3'-2" 3'-10" 4'-9" 5-T' 64" 7 2" 20 V-0" T-1" 1'2" 1 2" 2-a 34' 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11' 24 1'-0" 1'-1" 1' 2" T-3" 2'-5" 3'-T' 4'-9" 5-10" 7 2" 8' 4'" 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE 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. N.T.S. USP MUG 5/8" o THRU BOLT US ML R TRUSS 'OP PLATE TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) ;I ITT Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ° ' :• . �.. SEE PLAN FOR °• Joist hanger FOUNDATION INFO a' ° d T, STEM FOUNDATION r-GRADE ..�,..� ,._� ..... 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 r - 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 0.6XJoist p ,'� i depth I -JOISTS BUCKETS N.T.S. t.nrrot_ ,+ rvt- SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. 0 USP RT16 USING 1® 16-8d x1 1 /2" NAILS 7S UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" v CENETERED @ PIPE oo PENETRATION d a ' G v d • d' 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE v .d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE \.A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE dQ d dV L a \ < °tA C d a a SEE FND. PLN. SIZE & REINF. UILID z 0 — 0 z(D z� Q Jmid z . w 4--J �U — w E 0 c t^ o M v 1 � Co o U w �) M C M Cl) E — U dz 0 m a c+) 0 $ 0 0) wu_ 00 C' W rn Q. p 'n a a o QM 0)Qo B D®f i'! o f o 'pp �j f� o �. 0 Jf N � s' ' � €'r $ ,, ,qv W .. - b.rn o, 0 = �*' - A I I 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 Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a) r-, Ul +� o M CD Q V) 170 Ln a_ &_ L_ LL. Q ca.. H . V E CO z § r0 Z LUJ � J 02 �o w zaa �< Yi<22" Z 0 O U U FZ-Uz< = Es NJz Ro 0 Lu LL N W u) z oV) L LU o U / 0 z Z 5 Z Z 3 s o _0N V I = J < W aoL- o M J U. �y YV Cn Z°�doa •ui 0 J Z Q Q Q I-�wof $ Z Z T__4 W o 2 G Q Q Z 0 Q Q ~ a�oz r-I Z an N Z J 0 <Z O g = rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 200 SHEET NO. SN 1 _ I 1' I I -- I J _ i 11 1 1 IIII 1 11 1' 1 1 1 . FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Z P') VARIES / INS 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH >4:12 . t, a - (2) LAYERS TYPE I OR TYPE II 1 A n (#15 OR #30) UNDERLAYMENT I I — o FOR ROOF PITCH 4:12 OR LESS. I— — D 41 PRE ENGINEERED WOOD -I Ill TRUSS 24 O.C. U.N.O. @ HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ gll METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 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 CELLS (SEE U.N.O. 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 W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV 1 Op - Z 00 � D 50 6 MIL VAPOR BARRIER D _ D • • N COMP. SOIL. . T (COMPACTED TO 95% MODIFIED PROCTOR I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS_- \ BLOCK WALL BEYOND 14" rO.H.D. RECESS � z / chi' 2 SEEA/S30RJ/S6J!illl 11 i!i= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER ELEV. 0'-0" (ALT: 1/211 x1211 TITEN HD @ 2411 O.C. OR 5/8"x10' WEDGE ANCHOR a A.F.F. @ 24" O.C.) 2" z a ELEV. 4-3112" �31i2"MIN. a ° 2x4 CONT. A.F.F. OT— ILL —4 oo — — — P •. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 161, O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �-(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) v '2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR ,6x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH GARAGE DEPTH VARIES 1/2"(min.- 4 LL ° -iil I IIII ° tr g_ I lll I lllli_I _ I I~ 1 -411 U.N.O. MIN. GARAGE SLAB AT STEP K-B� TYPICAL BEARING WALL (a) STEP (@ SHEARWALL SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=V-0" �3 1/2" MIN. D 00 D p 31/2"(min.) - 4"I- I� I I- -11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rCC SCALE. 3/4 -1-0 S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. LOAD BEARING OR EXTERIOR WALL 8" CM.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C �ON��N G THIRD POINTS 1"x P..T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ *USP SPT22 TYP. (6)1/4"x3 1/4"TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE D D D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi '- n FINISH GRADE °O (GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL ? M — a D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN °p ° oO 6 MIL VAPOR BARRIER I — FOR CLARITY i (— I °' n J f 1�I�=, #5 REINFORCING BAR —� D D � ° D I —III III III —III III ! , i � I � � iv Z z D _ I— I I III I —I �—I i I —I � • I — I '� � #5 LAP SPLICE NOTE: — ° �LTM : *FOR BEARING WALL III — - I D =.III III III III III=' COMP. SOIL. (COMPACTED TO � W/ UPLIFT ONLY _ _ _ _ —' 95% MODIFIED PROCTOR ASTM IIIEd II— l — D1557) I I III I II I I'•-`�I I I�I I I I -III-III=III=III—I11 —1I1=III—III=III—III—III—III_ 4" 1'4" "=1 -1 I—III=1 I—III=1 11-1 1.! — —iii 1i FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-011 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" v GRADE — — •a ' _ —I� I1 ICI 11 -(1) #5 REBAR w/ OPT. I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 O.H.D. RECESS ' III=�- — — ••Q.• ��d'11 _ 60 f. SEE A/S3 OR J/S6 J -III 111� i 111 I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101,. CONT. BEAD SEAW — Q INTERIOR �-31� c , ° coCONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� M 6 MIL VAPOR BARRIER -- 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART 1, ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH M 71 Q a EI I 1=—ILI_ I' = -111=1 11=1 I I-111=1 F I, T „III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE O D w U aUj ILLI Uj 'I—LI I -I D • '-II i IL_IIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 WWF OR FIBERMESH - M � (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" 1'4" 8" 10' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES - SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS-T7F M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR � e . TOP OF BEAM & LAYOUT DESIGN a a SEE ROOF PLAN �_ — —_A .Q , F ft.. - FOR STRUCTURAL I-}-I-�- LF 1I III —III —'-IT ILIA'= 9 BEAM SIZE & N a I 2x4 P.T. (. ..I CONNECTION INFO M , • . a a PLATE (: — 7116" ) o.s.e. ( 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A1S3/J/S6�— COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 j SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 25 � w SLAB STEP & RECESS S.G.D. rM co SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. V-0" FIN. FLR. jk MV TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID /—BRICK PAVERS or SLAB PER / COMMUNITY SPECS TAPERED COLUMN FRAMING rCD T2� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. Q' ' M 00 GRADE_ = 0 ;III III ° a•— —III—III—' Z w o—III—I -1 —III w oLUU)w —III -11 III; z =1 =III —III —III —III —III—III FOOTING =1 Il l l—IIIIII-11-III-1 BEYOND PAD REINFORCEMENT = =III III—3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD Z co O CID z� Q cn 4-"-J w •U — 0 LU Ul) E 0 (6 OM o m w M C M C f6 M F— O U f0 O M O_o0 ..... = d U L LL CC) ID Y ao Lo 0 q Q rn <0 B D. O N_ � to ow�q s \ j �r z ;_sae MC �W �a)�m a � eN Q O � V � To the best of the Enand belief, the structural plans anb spAi it Sons contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O )� 1 �>-+HMO Q � �_ a U 0 Q U- CK U Q00 zz Q § E Z CD LULU J oZ �O 3� zp W za z� � J f< >~ Q Ego U ZWWW I— =oWz L!J Lq 2�J oho i A 1 J ¢ Zoo Q U W> z z z 06 5 a �3 Ln Z N p s 0 o J z U = Q Q w O i <R0z J O C:)O QQ U ILL Marra Z < ° w < <Z < � IW- Q ^ w� 0 z z LU LPG/� o�o 4 ILL' O J ,�Lij LL! z 0 , 8 LLO Y < ~ z W Ln Z a Z z o ^ J = a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. S3 (MONO) 12 :y7p) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADEF FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLC CKING (2) 2; HEADER PER CLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C.10 EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SC %LE: N.T.S. S4 SEE TYPICAL WA _L SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C �7 UPLIFT CONNECI OR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS (b 16" O.C. SINGLE 2x CONT. TOP PLATE W/ 2) 12d INTO TRUSS ABOVE 2x CLOSU 3E WALL W/ STUDS @ 16" O.C. W/ (3)10d TO=NAILS T&B AS REQ'D 2x BLOCKING C POINT EVERY C STUD W/ (3)10( PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir 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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) UPLIFT CONNED -OR (SEE SCHEDULE) MOISTURE BARF IER F SCALE: N.T.S. S4 SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT a a, a 811 STD.96HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 4"WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET j I GARAGE DOOR ROLLER GARAGE DOOR TRACK j CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR - MOLNTING BASE DETAIL;°' SCALE: N.T.S. ° P SCALE: N.T.S. S4 E 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ F111 WALL ❑ ❑ ❑ ❑FIJI ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -fit VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END d WALL w cU ° ° a DOOR STOP MOLDING �Z 0 d 2x TOP PLATE Cn V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 wl (6) - 10dx1%"@24" O.C. 10d NAILS @ 8"- O/C TYP. DOUBLE 2x -� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 111 GREATER HEADER I \—(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S ** HOLD DOWN CONNECTIONS OpF�OR NOT REQUIRED @ BEARING NG WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. A I Y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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 USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 900 HOOK IN K.O. BLOCKMUM- SCALE: N.T.S. S4 - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF 48,SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ (4) 16d TOENAILS TO 7bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP SPT4-]USP C SPT24 SP SPT4 2X TOP PLAT TRANSOM FRAMING C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL - OC USP -NAILED INTO TRANSOM FRAMING [USP SPT22 SPT4 USP SPT4 OVERLAPPIN •-10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING ° I I \2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) Uar or 1 w SPT24 or or ' UE SF TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 ° a J a^ G 2X8 P.T. BOTTOM PLATE 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 C f4 -10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED ° °NTRANSOM FRAMING BEYOND. PLYWOOD E SHEATHING PLYWOOD FASTENED TO TRUSSES 10 'VITH 8d COMMON WIRE NAILS @ 4" $A} )/C BOUNDARIES 6" O/C EDGES g 18" O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 z o z � z� Q V) (D Q) cn w �U — Ow CLI o Imo^^ vJ F (� OM o m U w N � M 0)M C (6 co _, O — cu "O M N O _ 0 - 0) = a) USO CA L Ll. M 0 a)0 Y Q- o Lo O v Qrn CL rnQo A 1 B D.04 "nc i; i kA �o;v m 49 • ems- :&zk-:,` v r' 6?- t— ��If�fj'F/lilEt;if<<�'��El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) � 1/-1 M O a Uri L Q �LL.Ln 0-IN �- . F-ia c�QCO Z ?> E LU C:) IT W J� Oz �R W� za fa I;a `'Q� �zO08O" W w �=zz M g J aO�n OV w LL N W W L 8ul } o (v 2!Hz zz 1 g un3 � I o 0 N s 0 U = C Q a-P 0 M O 1.— L1.1 . 8 6 WOJ� a a # fV N 0 EQ-o J WW,Z< Q � ��w� �fo �o Z Z LU L0 o ff Z) ce J W O W O ,� -I Q Z �~o W z z a z J Q 0 N g = <z r-f 1 .--I I a- (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 5P HGAM10 W/ (4 Vxi-3/4" WEDGE DLTS & (4) SDS V 1 1/2" SCREWS I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @24"OC SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER 2"x4" OUTLOOKER 7!f@ 24" O.C. .. 45°t 45• t 24" MAX. TOP CORD BLOCKING 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH @ • LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. L� MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM— USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASI iER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SC/�LE: N.T.S. SS SCALE: N.T.S. SS REFER TO DETAIL J N N ON SHEET S5 FOR � � SEE STRUCTURAL— X-BRACING, AND TOP NOTES AND NAILING CN SCHEDULE FOR CHORD BLOCKING INFORMATION fO °° SHEATHING DETAIL ill 1 1/ 2"x4" CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 „ 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4) ROWS OF FOR THE FIRST OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = : ") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL TRUSSES FROM EA. 0/C W/ 2 -16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUM V (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PE NETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST U�MINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d CC MMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION B.OU C., SAMEON INUMBER OF ROWS, SAMEONE INTO EACH SSPAC SPIDE ACING) OF D � > SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" SS TYPICOAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING 4=,xr 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT (— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� RUNNERS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS S�5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I S5 it .I C SCALE: N.T.S. `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4 OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES �fEA. SHEATHING DETAIL OF SHEATHING TYPICAL E TOP PLATE 2"x4" CROSS BRACE ' 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END W/ 2 16 10d at (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING () -d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E JES AND 12" O.C. FIELD JACKTRUSS SEE PLAN FOR 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/, 10dx3" @ 4" O/C (2)12d TOENAILS J SECTION g— SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"A-3/4" • WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) z u.l BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM It--- MASONRY WALL BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS F@ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. --- Ui Uj 0 O 0 1 v z o LijLU < o o -v LLI o � o LU 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)7' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (DLou Z C7 0DID z� Q 10 "'_ z ■ W cn 4-J w •U — .e 0 LU E C r^ F- o in O M o U nr o, M L.IJ C f0 M 'O N � — U Q O 0 LL 00 U12f iu o0 fn ci a o aa) Y Q rn Lo O V CL rn Q o A, B D® N C 11 D C _ CC N t ..L' r_Up C?: 49 cca U b 00' cv s0 \1 09 �` 29 `U,�4 Cr '1�1��' ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 015 1� � > O Ln Q : a. 0.L� Q LL V7 DC UCI- . C CC) Q � Z WLU J C:) d- oZ =o �o W za z f � I�z¢aw-a t~?8, U z C� w x owz CC 2 J OUW LL N FWo oLA L Cis zz f z J zr- v3 1 n L 0 � o -0N � U Z o� 0 <r- .j o O Q < xa6 Uwom� o �y N �TF za <o< W - J W 2' Z J ¢ Q�fo ° Z o z LLJ Ln W a < ce = .J � W o p w u r� Q Z Wa o *k Lr) z ¢�z T J O ¢ O 4 J -L z a Ul SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. S5 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 C R #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE APICHOR @EACH TRUSS O.C. MAX. SHINGLE RC OF FOR LINE ERLAYMENT SHINGLE ROOF REQUIREMENTS SEE R905. INSULATION— 15, 32" CDX PLYWOOD OR 7/16" BAFFLE 0. i.B. (SEE ROOF NAILING INSULATION P SC HEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING / 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C I SEE ; 30FFIT SHEET CEILING & 8" O/C WALLS ATT/,CHED WALL SHEATHING TO 1 /2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C.. 2 ROWS 1x2 N aILER ~ PLYV/OODSHEATHING J 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE ow 7/8" ( )EMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER F METj 1 LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d LL w LAYE R 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD I= INSUTATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB I CHAF T ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETA- SEAT ER PLAN O OR FELT PAPE 3 FOR MOTS• -URE BARR ER e.A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8" (16" CONC. KNOCKOUT INSTALLATION PER BLK. N/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINI,3H (1) # i VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT w EACI I FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a AT G 4RAGE CONTRACTOR BASEBOARD LO TO C JT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTI:: EXTEND DECO FINISH MUNICIPALITY 410 (" BELOW GRADE FINISH GRADE 00 co 6x6 W1.4xW1.4 �I —1� I d '; : a o cz T WWF OR FIBERMESH II I I ° \--STD.90'HODK (3) # 5 REBAR ON 3" CHAIR 4" — (SEE DETAI .) W/3" MIN. CLEARANCE TYP 2—STORY WALL SECTION ,1 SCALE:3/4"=V4, S6 USP LSTA24 STRAP WI 8-10d x 1 1/2" NAILS TO STUD 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-1Od x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL---� f BAND JOIST ` *USP MP4F @ 24" O.C. w/ 12-8d NAILS 1 St FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"x4" PANEL BLOCKING @ 48" O/C FOR THE FIRST 8'-0" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SCALE: N.T.S. -END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 0 m 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS E S6 "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING -SEE 16d TOE NAILS SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING ---WEEP SCREED PLAN � e INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO END WALL W/ (2)1Odx3" @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. _.T 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-011 S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" O.0 PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON J/ 8d @ 4" O.C., 2 ROWS STAGGERED K4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS JEEP SCREED (STALLED PER. MANUF. SP HTA20 @ EA. TRUSS ✓/ 10 - 10d x 1 1/2" NAILS INTO FLOOR RUSS & MIN. 4" EMBEDMENT IN 0 BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (4) 1/4" X 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. 8 -10d NAILS TO STUD PER STRAP MSTAM 36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING C/S3 FOR ADDITIONAL SPECS ON FLOOR INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > 8'-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A. da, CD T . • f•• a . a • Aa —I $I iil I ICI 11 8 Ij=�r 8 C LEARN 3" ANCE CHAIR W/ 3"MIN. INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32" OSB EXPOSUREI SHEATHING D E NG AS ED PER N X-X IF LL SHEET C M G FLOOR SYST PROVID BLOCKI REQUIR SECTIO NOT FU HEIGHT (2)- 2x TOP PLATE BEYOND I 15/3T OSIB EXPOSURE F SHEATHING w x SOLID 2x to C BLOCKING @ ALL 9 C SHEATHING N EDGES (SEE OPENING SECTION X-X lil aU C x �w x E 2x STUDS w BEYOND. y SEE PLAN O 0 U) \-2x4 P.T. BASE A HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 4 FT. O O 4 FT. O 2 5 FT. 4 FT. O O 0 5 FT. 4 FT. O2 O 4 FT. 4 FT. 711 O O 4 FT. ROOF NAILING ZONE DIAGRAM sFF �Oy, N 2x CRIPPLES @ —� 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: o NAILING ZONES (SHINGLE AND TILE) J ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD z ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD C7 ? (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O SHANK NAILS) x NOTE: N ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD O ? w (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 w wV-0 > a O 6 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH < ¢I-00cn t- 0 y co -j > PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO z N w g LL STUD AND OR BLOCKING AT ALL EDGES. Nw00 a U. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4" 1/2S 1/2„ " SS SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING ® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL Q NAIL INT. AT 3" O.C. W/8d COMMON NAIL 0 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL O SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" OSB FLITCH PLATE TO W/(2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3 O.C. STAGGERED C WALL SHEATHING INSTALL. S6 & NAILING SCHED. SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE OpFNNc R SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 r WWF OR FIBERMESH ' . • a .d • .. e e d' I —III — I •a -IIMIIMII II ..:, IIIIIIIII� IIIII°II .: d—a—• e (3) # 5 REBAR ON 3" CHAIR 4 I III -g. II-1 W/3" MIN. CLEARANCE M S6 HEADER SUPPORT NO. OF JACKS & STUDS RECI. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1' 4' (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. USP SPT22 @ EA. STUD -2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 I r ;III—I;Io� ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. U� z co 0 z� Q J rZ Vn), 0 "W r) •U 0 LU E 0f O I/1 v I F- O M C)CO 04 U �, M LU E o C (0 co ca '0 N O 00 O :..6..;.-::5. N L U. a0 j op Ua°1i C Sao O Y Q In 'T 0) < O BD®. CN �'• F-• . .04 -"o 0000 0 t-z o Ji Z ` LL- O to v' q 9, o6 m WEm£'. Q ID To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 � N �>-+HMO + M Q(n�L0 CL ,= d' Lf� Q L_ U_ F- �- + cl� U fu 00 a E � Z � WUj J C:) d' 0 oZ �o 3> W � za Z� << �¢C�M Ozoo Z�w� �owz Wow 8 C4 mz© o, L /I 1 I w v, } O Q z L J z (µGU-� 5 _ z `� I� <�3 C: w 0 [V o o U = C�3 Z aJ o 00M < J O Z Lf1Lr W&o<o<Q0 N I� U_ Zw0 J Qcg ,QQ< < p w 3 $oiZo Z W Lli 3Q�Z, J T( 8Zo Y < Q Z c~0 �% Z <z aji Q ,Z a Z o ^ —� = Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S6 I 1 -� -! ► 11 I �. —11! � __ I I I I IL L B I I_ 1 N ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 2x4 PT NOTCH INTO STRINGER H 2x4 UNDI NAILED 1 B1 L1x4 blockinJ 20" FLAT STRF P NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) - PLAN VIEW SCALE. " = V-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS E - 2x4 SPF NOSING NAILED MATCH OTH 2x4 syp blocking strap (Q C 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYW ALL SPACING H SECTION VIEW SCALE: " = 1'-0" I�1 STRINGER MUST MA CONTACT WITH LAN 2x4 CUT C., DOES NOT BEAR IN WALL GLUED TO 2x8 F ALIGN FACE THIS STUD WITH OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND �' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Bx4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C L2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (USP MTW12) BEHIND D NAILED TO FLOOR WITH GLUE RISER ATTACH ALL COMPONENTS STRINGER CONTACT POINTS OF STAIR TO CONC. W/ 4" X 2 }' TAPCONS @ MAX. 32" O.C. SECTION VIEW "A" SCALE: 1" = V-0" STRINGER MUST MAKE l FULL CONTACT WITH LANDING E 2x4 PT NOTCHED Il� AND NAILED TO FL( 2x4 CUT ON BEVEL AT STRINGER CON' DOES NOT BEAR IN WALL SECTION VIEW "D SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL ---2x12 SYP BEARS IN WALL J LLNOSE DETAIL SCALE: 1" = V-0" RINGER 2x4 GLUED AND NAILED SECTION D—D LYWOOD ECK SYP GLUED 7 NAILED TO kMING 3AFT 2x12 TREAD GLUED AND NAILEC .. 'T NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1" = V-0" r`2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = 1'-0" E N, SECTION VIEW SCALE: " = 1'-0" 3/4 PLYV1 ON DECK --2x8 SYI AND N/ FRAMIP 2x4 DRAF' STOP 2X4 BLOCK C SCALE: 1" = 1'-0" )ER :4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH 'RINGERS x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER ('SIDE) TO BOTTOM EDGE OF 2x12 [SIDE) / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ �' X 2 t" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = V-0" TOP OF STRINGER CONK. TO BOTTOM—,,,,, OF NEWEL POST PER CONTRACTOR F-1 47 ---Lj')CPF:LOOR GIRDER PROVIDE SOLID BLOCKING 2X4 CUT ON OR 1 x 16" VBELOW ALL NEWEL POST L BEVEL GLUED FROM JOIST TO JOIST. USE AND NAILED TO 2 X 12 BLOCKS, GLUED AND LVL NAILED TO JOIST. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 HI K I-oUIVJ I KUU I IUIN UC I Al LZ%> (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X USP (1 u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "H" SCALE: 1" = V-0" 0 z MFRI z� Q J z V) Q) cn 4 J LU Q U _ O LU Lh i2f m E 0 M � (� O O m •v U V i co C c0 M ti n F— O i U N CN 0 0 0 .2 o � Ua) LL L 00 00 C Y �Qo K) O It<Crn rnQo B D. 'W er'+ NL N m T.. :. N ., LU aco.. ek(IL :;' o +❑ iii: To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z (v O N n r-+ �+ O �>-+HMrn O Q U) f0 Lr) �- V) O n Q �LL� M Q� U CL 000 Q E �. WJ 0 d' s oZ G� W� z Qa z �F �E00 U Fz"w� 2 Q w Z E J 1-,O�n O = u_N W mZo i oLn }z N > L l Cn zo W 43: z � Q Vn wjE o N C) s 0 z U = 0 Z J 0 W <M¢�¢ 0 M J O Q < u,1 X O U U OR m N 2 za�� Q az W`lu_f W 0 Z Z W 6iMOceZ o,00 J �--I LU o w o r_-I Q Z <~0 W �M$ �uVu'}} z I,ry,,LJ,, a `n z W Z W = J O a z ,--I a Ln SCALE : AS NOTED DATE : 2/24/201.4 TECH: MJAMES VERSION NO. 10 SHEET NO. ST -1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 UNACCEPTABLE INSTALLTION MAX. 8" � � DO NOT TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILSb2CFOR CONN. DETAILS 1 X 4 ` #5 REBAR (TYP,) OOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 „ „ FURRING - "� FURRING 3/16 0 X 3 LONG FURRING 3/16" 0 X 3-1/2" LONG 3 1/4 LONG X 3/16 TAPCONS #5 REBAR ` '' (nP,) AND NAYILED W/ d COMMON @ EDGES AND 12"O.C. FIELD O.C.,02 ROWS STAGGERED 4 TAPCONS STAGGERED 21X8 Xg TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. ` ' BLOCK@ SPACING „ O.C. 2-ROWS INTO41 1 DETAIL 2-ROWS INTO Zx BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH " DETAIL 1-1 /2 MASONRY THROUGH 3" DETAIL D. 90• HOOK (TYP.) STD. 90A ` /� @ 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 I3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ 1X4 P.T. NOTE: 1 X 4UL O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2' DRYWALLL7//Z 7/EACH LAP SHEATHING TO END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER ( TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16" o X 3" ' _+2n NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2"SCREWS INTO BAND LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. 2X8Ml� STAGGERED @ 16" O.C. ` JOIST & (4) 3/16"x1-3/4" WEDGE K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT E t5" FIRST 2 COURSESLED BOLTS INTO BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) x 24" BLOCK HEADER ARCH BLKG. & BUCK �� 4" TAPCONS ..: 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1?" NAILS AND a 8d NAILS AT 8" O.C. AT BUCK (4) 4" X 1" WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE , (2) STRAPS 2450#]) -• BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION " 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" 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. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ° ' � ' .e" ' ' •. •• SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • .a - OVERHAN BACKSIDE TO FIT ARCH (4 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL • a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 10 x 4 SOLID BLKG. (FULLlVIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. 14STALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 (2) 10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J 4 MAX. RAD. WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SC 4LE: N.T.S. SS 12 + + + F�Ory PLYWOOD SHEATHING r rr r 'r 1-05 -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 + ° '� WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B-B ROOF SHEATHING ATTACHED ALL + REQUIRED ° '� INT EMBEDMENT O K.) 14" MAX �� PER NAILING SCHEDULE TO SUPPORT TRUSS + SOFFIT e . >: • ; ° . •• . #5 BAR BLOCK HEADER 2 -0 g SOLID BLKG. AT TOP Bl WN. ARCH (5) -12d NAILS + + i o D ° 700 N TOP CENTERED W/ y�10., ° ► ° '• g BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP .. s v ° C ' KNOCKOUT/ cN 1 X 4 FURRING EACH TRUSS > B.. CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 VERT. W/ 2 10d x8 () NAILS AT EA. END PROVIDE 2 MIN. PROVIDE 2x O '� CONNECTOR 01 MONO FOOTING -_-- ' PROVIDE 2 x 8 DIAG. BRACE BT SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BUCK TAPCON ATEA.12d O NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. • LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS OR 2x4 ° CLEAN FILL � 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FC,R INSULATION ARCH COMPANY #2 SYP 24 O.C. ENTER SO IT .> b• DIRT z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° °•'. D 9 BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > 90' HOOK #5 BAR IN 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 VAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" •.- INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •' .• ` .• • `.- •• • • r . •.- .•Sk ANCHOR INTO ARCH BLKG.Ko"_L� STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL e-B MONO TO STEMWALL FOOTING SCALE: N.T.S. SS n _ , n SCALE: 3/4"= 1-0 SS ,. _ , ., SCALE: 3/4 - 1-0 SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMUL:31ON TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER � D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PL US OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/ } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY /,ND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. a Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" \ 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU 0 F CHANNEL (EVERY OTHER F.F. EDGE DISTANCE \ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO EfID OF PANELS. COURSE) EXPANSION STRIP \ NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO L SE MORE 0 v THAN ONE LENGTH. DC NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ��— a A REINFORCING AS FOLLOWS: SEALANT Cl) U_ a 1 * C F OF MORTAR IN BED JOINT. DO NOT FURROW. PLACE E LOWER HALF * 5X6, EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE._ - LAP SPLICE W/ EXISTING FOOTING6"MIN. 2-#5X6, IN CONC. * WITH UPPER HALF OF MORTAR BED AND TROW =L COVER PANEL PANEL REINFORCING W U REINFORCING PANEL W ¢ - cn FILLED CELL SMOOTH. DO NO FURROW. "'` `' ° :° I — j�T �1 N 11 DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, c SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: \ \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. - z r g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL �3ET. AT THIS • o . ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT \ �a SAW SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIF E DRY. GLASS BLOCK DETAIL ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (RE MOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WIT -I MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BE iWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOF 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 - SCALE: 3/4"= 1 �-0" SCALE: 3/4„= 1-0 - K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. z M 0 ®R 0 z� Q n.- z nV)n' 0 Q) — w 0 E� E o r ^ co M v 1 m o U lL N M O) co C cum ,v, E F U N"OM O o N p Y ® a)0 U5 ao O V ¢m Q �o A1 1`x°` _N T 4 o..co LL kL g t� a 97 68 13 'l. LL ¢ . W �Lr(yiCt: it �i. N �4w�r 1) OU ` 0 < 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O Z O I� > U) �O Q M Ln •L G � O LA Q a LL. zH Q U a� z Z 3i E ... W _j� d- oZ 3� �a W za �a U¢�� rz00 U Z U Z = p W z uj 8�EN W Fo L o� } 0 Ln <z z g _ z � a 43 N L N 0 o z JQ U = u) Q 9 f o� <,= 0 M (l W R.O' 0] a. I� O¢OQ u Folds z �^-I o, g oOW �tti w J w w Q =Q,L o 00 w U a d- T__4 Ln Q Z z �j <�z a Z co Q 2 z ` Z T_q a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRA(',ING DETAIL JYP.)K--�,� SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATI:R w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFOF E BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE NIOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LCAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES is SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL 3E PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY 01ER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED EIY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRU 3S DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETidLS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. ---\ A I . CB DB- •1rr L- I Vu `W Lr'%V I 1 I I lw V V • • "Li TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH B TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -i== ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q, OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"= V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" USP HD4101F BUCK'' SEE ROOF PLAN F( MORE INI SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" 0S6 FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ONSC EDULEIPLANM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER ICE CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM AT MAX TRUSS TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & 2X4 CONT. ATE CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ INFO. VERIFY WITPLAN AND J/S6 OH PLANE BEARING SUPPORT MIDDLE (4) NAILS ATTACH NAILS INTOO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) DETAIL @ INTERIOR BEARING 3 / PLAN FOR MORE INFO MASONRY WALL 511 (TYPICAL) WOOD TRUSS J SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT 1 g A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF g SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" VARIES ,,,,,,,�_,,,,,,,�,,,_��,, X X� ROOF SHEATHING SEE 1/S5 FOR W/ USP SPT6O.C. 22@ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 2x4 #2 SPF BRACING @ 8d NAILS AT VALLEY TRUSS EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d _/t— �/� COMMON TRUSSES. STUDS TO TRUSS W/ (2) ATTACHED PER 12d TOENAILS EACH END TOENAILS TO TOP —� —� SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABLE 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. TRUSS LOW ROOF/WALL VERTICAL STUD) SCHEDULE � __ SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN PER NAILING SCHEDULE NAILS 16" O.C. ALONG W/ VARIES W/ --- FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD _ @ ` USP LSTA30 OR i USP MTW12 TO BLOCKING ROOF SLOPE 2 16d NAILS TO i ' BELOW 16" O.C. MTW12TOFLOOR O s 1 @ GIRDER BELOW @ 16 EACH COMMON 1 TRUSS/ FRAMING r WOOD WALL MIN. 2x4 #2 SPF STUDS @ O.C. Sr OR TRUSS. 2X4 CONT. W/ (2) -- TYP TOP & BOTTOM SEE PLAN 16d COMMONS Y 16" O.C. W/ EXTERIOR 1 NAILS EACH SHEATHING ATTACHED a . ` " � z j11 STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO a HTA16 @ 4'-0" O.C. TO GABLE - --�� .` FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, TRUSS x W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR 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/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. as SEE ROOF PLAN EXTENSION SEE TRUSS JUS24-2 EACH END FOR CONNECTION MANUF. SPEC'S FOR SHEAR TRANSFER INFO. SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r2i�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'4' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS z M 0 0 to z� Q J z COV) O cn w �U — OLU V) E o tt ^^ F— oM o mr U a� m M L1J ° U C� (0 m -0 Cl) 0 0 = a) p L_ LL CO U en C O Y Q u7 R m Q O A 1 Bn` s.. N `Kr0 jF V� v 9 C, o oow M 0 � P Q -, A LL Q•q j '4Z J = r oq U0 2 Willlt o C) v � O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O ( r� U015� > (/) M O a � •L Q LL CL U p- Q E� Z W s 0 �&i 35 W Z� << r~ Ua04� EE80 U ZEW� �aWZ ce X 8J ce W N W W O 8 N L N 7 L p Z Z } U <Z z > LJJ -p N W 8 o O 06 J Q U = J Q o� Quo Y� F M 0 © O L J 2m *k fV Q za�� ^aa3 uu d- Qg fo Z w In Wo,o ? G Q owo W Y Q ~ v ,—I Q Z Z< Z Cy N N Z �o m O g = <z cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET N0. D1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR USP SPT4 W/ (6)-10d X 1 1/2" OF HEADER/STUDS W/ EXT. SHEATHING MASONRY WALL (2 BELOW AND ALT. CONNECTION. @ 24" O.C. (22) 10d NAILS (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO OA SEE PLAN FOR CONN. 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN SEE FOR ° °' BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER DETAILS FFLOOR U1 FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS © ADHESIVE TO 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS SURFACE 2x4 #2 BLOCKING U.N.O. ON PLAN OPENING WIDTH 4 FEET. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR USP MSTAM36 STRAPS 10d BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ 11 - 10d ( ) (2) w/ (8) EXTERIOR STRUCTURAL NAILS & (5) Y4' x 2Ya" TAPCONS SHEATHING (MIN. 7/16") 1-1/8" RIM BOARD FLOOR TRUSS/ END OF OPENING TO STUDS ABOVE PLATE NAILED TO STUD CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN 8d NAILS @ 3" O.C. /� j� = JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING j (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o•c FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SON MSTAM36 STRAPSLNT TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW NAILS w/ E 10d NAILS & (4) Y4" x 2 Ya" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = 1'-0" � AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 _ SCALE:3/4n Ili- 0 GABLE END RIM JOIST / O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4'x2Y4' TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SEE SS FOR RETROFIT SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (G.C. TO INSURE SOLIDBLOCKING ECTI O N CO R N �- R CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IINS EI HER USMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR ir2 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" _ SCALE: 1/2� - 1'-0„ SEE Q/S4 FOR O USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED NOTCHED @ HEADER LOCATION SEE _ (2) 2x8 OR (2) 2x6 TOP REQ'D TYP @ 24 O.C. O USP LSTA24 W/(18)-10d NAILS INFO BELOW ON CONNECTION OF PLATE SEE PLAN � CRIPPLES IF LONGER THAN 8" TALL. T P. - x 4 SPF C USP RS150 W/ MIN. 12" END O USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2 4 2 SPF STUDS NAILS TO STUDS BELOW. x # S W/ (22) 10d NAILS )f 2 2x HEADER SEE PLAN O 2x6 / 2x8 WALL BEYOND C - AT 16" O.C. U.N.O. OD USP SPT22 W/ (6)-10d TO STUD & )SEE NAILING AREA (TYP.) SEE HEADER FLUSH TO OUTSIDE - FLOOR PLAN FOR HEADER G (4) - 10d TO PLATE 2 2x HEADER E 5/8 A.B. 24 O.C. AND 6 FROM O MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER PLAN FOR COL SIZE CONNECTION SEE PLAN 2 USP MSTA36 STRAPS CENTERED ( ) EACH E ND W/ 7 EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. F 4 END O HEADER SEE Q/S FOR REQ'D JAMB INFO 1 2x SILL PLATE W/ 2 12dTOENAILS. () () EXTERIOR HEADERS 1 2x SILL PLATE W/ 2 12d TOENAILS. O O FLOOR SYSTEM OR w/ (22) 1d NAILS OR (2) SIMPSON MSTA36 STRAP w/ 26 10d NA S NAILS (EITHER P IMP T ( US OR SONS RAPS SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP DER PLATE CONNECTION DETAILS FOR SEEP LAN 12d NAILS AT 6 „ MORE INFORMATION BASE PLATE O USP SPT4 EACH STUD � F 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE O.C. TYP T & B USP SPT6 OR PRE-ENGINEERED @ HEADER / JAMB CONDITION C B H B C FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. (2) 2 x #2 - �EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER (BLOCK SOLID) SYP U.N.O. SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B HEADER G INTERIOR H O A W/ " PACK 10d NAILS 8 O.C. @ INSTALLED TO EACH END COL . SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS B t 2 12d TOENAILS. 2x 4 #2 SPF STUDS 1 2x SILL PLATE Wi O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILINGSCHEDULE U USP HTT45 BASE W/ —�— AT 16 O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN 1 1 5 8 6 d NAILS & / ( ) $ ANCHOR BOLT W/ BOX HEADER SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE E F TYP - F F 2 x 4 P.T. HO STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM \ MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING D OVER TOP AN PLATE2x CRIPPLES @ 16" O.C. W/ USP CONNECTIONS. ATTACH STUDS w/ (3) 6" SEE FOUND. PLAN FOR FTG. REQ. 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS T SPT22 & SPT24 (OR SPT4) 10d NAILS & (4) Y4'x2Y4" CONNECTORS @ TOP PROVIDE EXTERIOR SHEATHING TAPCONS INSTEAD OF USP S EITHER S TRAP. R TRAP IS SEE FOUNDATION PLAN ', PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR 5 LOWER ROOF. SHEATHING CAN STOP ONCE UNDER HEADER CONN. . @ 2nd FLOOR 6 2 STORY COL. a� GIRDER 7 STUDS BELOW HTW20 @ BASE TO HEADER (IF CRIPLLES ARE LESS THAN SCALE: 1/;'" = 1'-0" SYSTEM 42 SCALE: 1/2" = V-0" 8" LONG NO STRAPS ARE SCALE: 1/2" = V-0" REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDI--ION. DETAIL TO BE FOLLOWED IF DOWN SET OR 30X HEADER IS USED (2) USP LSTA30 STRAPS BENT OVER TOP PLATE USP SPT4 W/ 6 1 O- Od X 1 1/2 @ 24" O.C. 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL C<,N BE IGNORED THEN DOWN THE FACE OF HEADER/STUDS W/ (22) 10d (2) 2x HEADER SEE PLAN DOUBLE 2x4 USP MP3 EACH END TYP. * FOR OPENINGS LESS THAN 4'-0" WIDE, (1) USP LSTA30 STRAPS BENT USP SPT4 W/ (6)-10d X 1 1/2" OVER TOP PLATE THEN DOWN NAILS 2x CRIPPLES @ 16" O.C. W/ 12d TOENAILS T/B TOP PLATE ILL MAY BE ATTACHED W/ (2) - 16d TOENAILS @ EACH END (2) THE FACE OF HEADER/ STUDS @ 24 O.C. INTERIOR HEADER � 2 WS 10d (2) 2x SILL PLATE W/ (22) 10d NAILS —(2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3 O/C � �—(2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d N �482x�T 2x STUDS 16" O.C. 2x CRIPPLES @ 16" O.C. INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) TOENAILS. Op TOP SPLICE @ W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x MAN EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH -- (1) 2x SILL PLATE W/ (2) 12d TOENAILS. END OF SILL (MAX. OPENING14 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ALT. HEADER ANCHOR OPENING LARGER THAN 4 ft (2) 2x WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, BUT NOT EXCEEDING 6 FEET, — MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON SCALE: N.T.S. A MP3 CLIP IS TO BE OF HEADER SEE Q/S4 FOR EACH END. TOP OF 2x8 TO INSTALLED AT EACH END REQ'D JAMB INFO FLOOR DECK BLOCK OUT TOP 2x CRIPPLE AT EACH —USP LSTA30 CENTERED USP MSTAM368) STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH Ile END OF OPENING W/ 22) 10d NAILS ( CENTERED W/ (8) 10d NAILS C �2X CONT. RIBBON W/ (2) 10d NAILS NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. � & (5) 1/4 TAPCONS. TIE BEAM @ 3" O.C. 2x4 BEYOND AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y4'x2Y4" BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = 1'-0" SCALE: 3/4" = V-0" 0 "' z0 0 z� Q O tnn/')0 ,, cn 4—) w 0 0 w � � o o o4 m o U w mM CM M w t— — coi Co 'a M O CD Of S a 8.Y V7 O Q Of tT Q O A 1 N CB.sC �1 = \N• • p° . • N M �n Z1 o i M II� LA 04 ) N (�" 9.0 LAP �- -o�`�'`'�;` ` � '� • ` to �.�..... < a. o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z M M O < � Ln z '2'�: - L L (A Q LL Ln CL � ,rn V a 00 � Z � J� W ~ oZ C W z i z� f � �a00 o U 0 pp 2 EWE Wz 22: J /) / W N L Z�/ J F- W 0 yO z ICU 0 < z �3 D CID I r) �..� J Uj -0 N W 8 o o V C) J CLU 0 ►- M Q Quo 0 0 I__ -06 1 lama oQoa Z W O � T F 1 ` 'L Q Q Q ¢oW3 Q d- F- �' ��o �o£o z Z zO J r-I LU W g o oWS ,� Y Q W Z C,Zz m ^ = J J z az SCALE . AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO° 2z0 SHEET N0. D2 ^' In "^ WEATHER ✓E BARRIER & AIRILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RE: ISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) EXTERIOR SHEATHING - REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW NAILING FLANGE DOUBLE JOIST -EOOOWBEAM SELF -ADHERED FLASHING 4SHING 0 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING 8 z 1 2 4 I5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. D1 ni ninlr'- DA.PER ,TH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEL.= MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER NG, SCORE RELEEASE PAPERFORE TO EXPOSE ADHESIVE AS SHOWN) 8 0 SELF -ADHERED FLASHING INSIDE CORNER �Ground� SELF -ADHERED FLASF ING ■ SELF -ADHERED FLASHING ■ FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER ' • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor f'. 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 ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O� z M 0 (D Z (D z Q J U, z Ln CD w � Q - L O U (DU F- C E o rr /^�Cn � v ' F- O M o �600 U a) Cl) LU 0 ~ O CD 0M Co 6 co- O o = ai o o = U_ CO BCD 05ao Y Qrn Lo O q rnQo A 1 B D® NO N co V v7 � y o c, o M N 60 Z C5 Z F M ^ N o 1- a; rNirn r J Z LL- J /may ail LL T O � Lu u. W QW Vaa0) CL Zvtnrn = �z � ;'a OE H.i m -w �Z Q E a o W N Q� w N 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z O 0) r, I --I 4-J O M O ZQ Ln a � •L Q LL. Q�U ro'q Z < E Z ct3 I- W _JC oZ =o Zg g t�¢° 0 or U Z U Z Q Q w Z (Y 2 J Cn J OU��N W mz0 8 w oLn L /1 }O U w 5 z cC ILL 3 i , ^ O r � N O S O O a U = �� o9 o M W ales J 0 x6e( O CO Q i;irm� oQoa rJ W Z < a Zoo W i.ri 7 �,o 0Z W a, oZo owU ~ O Ln Z Z Q � Z d N Z -2 a Ln O = Z r ,-I a Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. WP Stock No. A3 ProductUSP FL17244.1 ESR-3455 A23 ewide Approval FL10446.2 Evaluation Report ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 F 655.31 L10 - 549 ESR 2 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 F1_11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL111456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852A ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS 19 F L17219.3 ER-0200 LTf 131 F L 11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL1 D446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 R77 FL17236.11 ESR-3448 SPt FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Undedayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A 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 jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE a ^W' rW C/) ca (D v N � O c ca-� C =3 CD O C6 ch o O CQ o RT p > .� 'n E W CU Q .= - -0 v/ Q. Q Z Z LU J fJ z r� V CIO O O U O V m I- O � ICU W W Z Z J Z Q J SHEET NO. PA 1.0_ N L O � L L O N tL O t` 0 CL Florida Departmer It of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 -6-0 V A l Builrling Codes and Standards 1/srzo17 Building Codes and Standards g 1/srzo17 rr�c U - Florida Department of Business & Professional Regulation Page 1 of 2 `vCh Product Approval Application Detail Product Approval Application Detail Building Codes and Standards trerzot7 O O .� FL#15000-R2 Product Approval Application Detail _ L L Q O Di FL#15225-R3 LL Code I ntI or �_ Date Date Date Pending Date Code Entityor Date Date Date Pending ate FL#15332-R3 Products CU O L- j Type Versio Manufacturer Contact E naineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status O Revision 2014 Therma-Tru Corporation Rick Wright l' ational Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design CO E O Category: Exterior Doors 9 ry (419 298-1740 Plana ement Institute ) 9 (813) 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure fy L (a) L Subcategory: Swinging Exterior Door Assemblies rickw@rvvbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickvv@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 1213112017 No Yes No N/A (n O Co Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com XO, XX 96& uot;x96& uot; q q � y- Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A Q FL#15225-R3 Products Professional Engineer 143"x96&quota 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGD SERIES SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 L No Yes No N/A 5 e. "Smooth-Star" and "Benchmark by 6/8 and 8/O Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact sin 143"x80" NON -REINFORCED Therma-Tru" and without Sidelites. InE ring and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZOutside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. "Premium Series&quota, "Construction 6/8 and 8/0 Opaque and dazed Steel Door with 12/31/2021 No Yes No N/A 1 a. $ uot;Fiber-Classic& uot, or & uo Smooth -Star& uot; q q q t q 6'8 $ uot;Non-Im act& uot, Opaque Fiber lass 12/31/2018 q P q9 Yes Yes No N/A XXX 143&quot,x96&quot Series" and &quot,Benchmark by Therma-Tru&quota Transoms. With and with 3ut Sidelites. Inswing and Door & without Sid - Outswing (X, OX with Transoms Outswing figu a orXO, OXO, XX, OXXO Configurations) , O ns) Florida Departmer t of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 LU FL#15279-R4 Building Codes and Standards 1/102017 Product Approval Application Detail Cie 1 ntity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact E r ineer & License Validated By Validated ub itted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield I itertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 FL#11537-R6 Code Entity or Date Date Date Pending Date Approved Type Versio Manufacturer Contact Engineer & License validated By Validated Submitted FBC Approval Approved Status Category: Exterior Doors (513) 770-6062 c. {513) 519-6566 Code Entity or Date ate Date Pending Date Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Unch, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Certification Mark or ListingCategory: Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07l21/2015 07/21/2015 07/27/2015 Approved Windows SubCategory: Single Hung bsiti ger@ 00 PE-62514 (717) 317-8454 bsitlinger@miwd.com FL#15279-R4 Products t Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) : ingle-Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, W5 3arage Door PSF Quality Assurance Approved for Use Approved for Use Im DacL Desian Quality Assurance Approved for Use Approved for Use Impact Desian 42B, 55S, GD5S, G05SV, GR5S, GR5SV, AR5S, AR5SV, Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ED5S, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) [ rouble -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#17,; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV1 GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 428, 488, Steel Pan (min. 25 ga.) : ingle-Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF!-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174, W6 3arage Door PSF CONTINUOUS HEAD AND SILL 88118X72 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) [rouble -Car (9'2" to 162" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#17, ; W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Product Approval Application Detail Building Codes and Standards 1/92017 Illlllllllll� FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pendina Date Entity at Date Date Pendina at Versio Type o Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Code Type Versio Manufacturer or Contact I ngineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger L uis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows SubCategory: Fixed (717) 365-3300 PE-62514 (717) 317-8454 bsitlinger@miW.com Coe Type Versio Manufacturer r Entity o_ Contact Engineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status Category: Windows 9 (717) 365-3300 E-62514 (717) 317-8454 I Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29l2015 06/19/2015 07/05/2015 08/19/2015 Approved SubCategory: Horizontal Slider bsitlinger@mMd.com Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 � Compliance Method: Evaluation Report from a Professional Engineer SubCategory: Mullions bsitlinger@mMd.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desian Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333 R2 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No NIA SLIDER 1213l/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No NIA Quality Assurance Approved for Use Approved for Use IMDaCt Desi n 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMII JUM HORIZONTAL FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMII JUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 FLANGE No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 72X54 No N/A 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMII JUM XOX HORIZONTAL 12/31/2017 SLIDER 108X48 No Yes PW NI 72X72 FIN 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMII JUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PVV NI 72X72 FIN 12/31/2017 No Yes No N/A W SLIDER V 0 m O L CL CL U O Florida Departmer t of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page t of 1 Florida Department of Business & Professional Regulation Page 1 of 2 t..L. Building Codes and Standards 1/92017 Building Codes and Standards 1/9rz017 Building Codes and Standards 1/92017 cin Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n ICU FL#13192-R4 FL#15272-R1 FL#5444-1110 ■ Code E nti or Date Date Date Pendina Date Code Entity Date pate Date Pending a e Code Entityo Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Tyge Versio Manufacture Contact )engineer&License&License Validated By Validated Submitted FBCApproval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu F onald I Og awa John Southard P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved P Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending PP FBC Approval Category: Panel Walls (909) 349.2927 F E-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 Subcategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits Compliance Method: Evaluation Report from nthompson@alside.com SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from markd.harner@saint-gob Compliance Method: Evaluation Report from a die.com a a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L� Professional Engineer Professional Engineer Professional Engineer FL#15272-RI Products ICU FL#13192-R4 Products FL#5444-R10 Products W Quality Assurance Approved for Use Approved for Use Imoact Desian Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ IMDaCt Resistan Desian Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Aporoved for Use Approved for Use Impact Desian 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes NIA N/A 1 a. &quot,2T&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q A 1 V/ 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. "Alliance T4&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A Z J architectural asphalt roof shingles Z Q J SHEET NO. PA 1.1 I — - -- I L 11 - I! 1-- l- 1 1 -- --- I ll 1 _ N cn U 1 > U Q OL Florida Department of Business & Professional Regulation Page 1 of 1 /w Q O Building Codes and Standards 1/92017 /1 CU 1� Florida Department of Bus ness & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 ^ .� W 1135 Building Codes and Standards 1/92017 Building Codes and Standards 2/62017 Product Approval Application Detail U — CA =3 U Cu Product Approval Application Detail Product Approval Application Detail FL#5219-R3 -O - 2 .O FL#12328-R7 Products Code Entity or Date Date Date Pendina Date O Quality Assurance Approved for Use Approved for Use Imbact Design FL#21675-RO Type Versio Manufacturer Contact Engineer & License Validated By ValidatedSubmitted FBC Apgroval Aooroved Status Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pendina Die CO 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Type Versio Manufacturer Contact Engineer 8, License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing SubCategory: Roofing (813) 248-3456 PE-31242 (717) 317-8454 flvalidation@yahoo M O � t— CU New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03/2017 Accessories that are an Integral Part of the Roofing System com Approved Compliance Method: Evaluation Report from a _�_ U) '+ 0 Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida _ O CZ Search Criteria SubCategory: Underlayments john.cheslak@hgw ap.co (604 520-3321 ) Professional Engineer � �F— � Compliance Method: Evaluation Report from a m FL#5219-R3 Products �— `^ V) Q Code Version: 2014 FL #. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8', or 10' Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HV iZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6&i#391, 12131/2019 No Yes No N/A Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quota 8', or 10&#39, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 1 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6&#39,, 12/31/2019 No Yes No NIA for Shingles&quota 8&#39,, or 10' Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business &Professional Regulation Page 1 1 Building Cotes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards of 1/10rz017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pendina Date FL#16588-R1 Tvpe ersio Manufacturer Contact Enaineer & License Validated By Validated SubmittedFBC Approval Approved Status Code Tvce Versio Manufacturer Entity or Contact Enaineer b 'tense Validated By Date b Validated Submitted Date Pendina FBC Approval Date Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/2212015 Approved Cods Entity Date Date Date Pendina Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dad- BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing ry 9 501 982-6511 PE-31242 ( ) (717) 317-8454 T e Versio -Y= Manufacturer Contact Enaineer & License Validated By !' Validated Submitted FBC Approval Approved Status SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE O6/17/2015 06/17/2015 06/25/2015 Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an clark@flamco.com Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-R1 Products FL#16588-RI Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Product Approved for Use Aooroved for Use Impact Desi n Quality Assurance Approved for Use Approved for Use Impact �a Desi n �' Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure S # '1 Product Model. Number or Name _ Description Contract Expiration Date in HVHZ Outside HVHZ —o Resistant - Pressure Sea # Product Model, Number Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A 1 Deck -Air'*" DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10l2019 No Yes No +g7.5/-97.5 1 O'Hagin's Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes NIA N/A 1 RV10 Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Q Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of FL#15076-R3 Building Co ies and Standards 1/92017 Code Entity or Date Date Date Pendina Date Tvpe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Product Appro ial Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 O Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 SubCategory: Storm Panels tim.robinson@gppent.com FLW849-RO Compliance Method: Evaluation Report from a Product Approval Application Detail ♦� Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pendina Date Professional Engineer Type Versio Manufacturer Contact Engineer . License Validated By Validated Submitted FBC Approval Approved Status FL#15076 R3 Products FL#15088-R1 Revision 2014 Boral Roofing J Monierl-itetile Thomas Jemmett ICC Evalw tion Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity or Date Date Date Pendina Date SubCategory: Roofing Tiles thomas.jemmett@boral.co e # S — Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant � Pressure IM a io Manufacturer Contact Enaineer & License Validated By Validated Submitted —� FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/2712015 04/24/2015 05/03/2015 06/23/2015 Approved � — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 2 24 Gage Galvanized Steel Storm PaneWNHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes WA SubCategory: Fabric Storm Panel tim.robinson@gppent.com FL#7849-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 00 - Shake, Slate & Split Shake Flat Profile -Stockton 1231/2018 No Yes N/A N/A Code Type Versio Manufacturer Entity or Contact Enaineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date roed Status FL#15088-RI Products 14 Saxony 900 •Country Slate, Shake & Slate 9 Flay Profile -Henderson 12/131/2018 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 -Country Slate, Shake, Slate & Split Flat Profile -Lake Wales 12l31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12121/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A Subcategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a -4-0 24 Villa 900 Medium Profile - Lake Wales 12l31/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida A 1 �i/ 25 Villa 900 Medium Profile - Denver 12/31/2018 12/31/2018 No No Yes Yes N/A N/A N/A N/A Professional Engineer 26 Villa 900 Medium Profile - Stockton FL#15076-R4 Products Sea # Product Model. Number or Name Qualitv Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A O or not by tracks to provide hurricane protection. _O 0_ U Florida Department of Bu 3iness & Professional Regulation Page 1 of 1 L_ Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Clio Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail Lot (n Coe ntI or Date DateDate Pendina Date ICU Tvpe Versio Manufacturer Contact Enolneer i License Validated By Validated Submitted FBC Approval ApprovedStatus FL#17869-RO FL#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank[. BE nnardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved co Category: Shutters (954) 493-8551 PE-00465 '�9 P.E. tomj@tc-alum.com (305) 510-8531 Code Tvpe Versio Manufacturer Entity Contact Enaineer & License Validated By at Date Validated Submitted Date Pendina FBC Approval ate Approved Status ode Type Versio Manufacturer Entity or Contact Enaineer & License Validated By Date � Validated Submitted Date Pendina FBC Approval a 2 Approved Status SubCategory: Storm Panels from a Compliance Method: Evaluation Report o New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/1012015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved pp Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels Compliance Method: Evaluation Report from mikeb@allamericanshutte SubCategory: Truss Plates slewis@alpinedw.com FL#12856-RS Products a Florida Registered Architect or a Licensed Florida rs.com Compliance Method: Evaluation Report from a Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#17869-RO Products FL#1999 RS Products /!S \ V 1 0.050" Aluminum Storm Panel 0.050&quota Aluminum Storm Pan fI with Optional 12/31/2018 No Yes Yes N/A Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot,Safety Edge&quot Storm Panels "Safety Edge&quota Storm P lnels, 28ga 12/3112018 No Yes Yes +54/-54 Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H & S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018"&quot) Steel, 0.0228luot, Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12l3l/2017 No Yes Yes NIA 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q ^1 W and Non -Pert) Clear Polycarb (Fu I and Half) 3 ITW BCG Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z �✓ 3 24ga Steel Storm Panel 24ga (0.0232&quotJ Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 4 Wave ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A J Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quota Aluminum Non -Porous Hinged Storm 12131/2018 Yes Yes Yes N/A Panel Q J SHEET NO. PA 1.2 N N fit\ -6—, OCL L L O Q O ^^" C CL Florida Department of Business &Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 .� U Gj Building Codes and Standards 1/9r2017 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 1 U BuildingCodes and Standards 1/9/2017 V! Product Approval Application Detail Product Approval Application Detail Q O -L Product Approval Applicationi Detail C Q FL#2197-RS FL#1644-R4 � Q Code Entity or Date ate Date Pending ate Code Entityor Date Date Date Pending at FL#1645-R4 "� Q Cu> co Tvge yg= Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tvge Ver to Manufacturer Contact Engineer & License Validated ev Validated Submitted FBC Approval Approved Status Code Entity� or Date Date Date Pendina Date Q Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service.. LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Tvpe Versio Manufacturer Contact Engineer & License -alidated By V idated Submi a FBC Approval Approved Status .— Q Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC A �A - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved U) Q L Q SubCategory: Truss Plates desert@mii.com (205) 599-9800 SubCategory: Engineered Lumber roberttaylor@bc.00m (253) 620-7467 Category: Structural Components (541) 826-0200 V rood Association Co Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.00m (: 53) 620-7467 CU 4— �4." Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a V .Q / Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design FL#1645-R4 Products Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood "l" Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12/3112017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 FL#6527-R6 Building Codes and Standz rds 1/9/2017 Product Approval Application Detail Florida Department of Business &Professional Regulation Page 1 of 1 ode Entity or Date Date gate Pendina Date Building Codes and Standards 1/9/2017 Tvge Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Product Approval Application Detail Category: Structural Components SubCategory: Engineered Lumber (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae Code Entity o Date Date Date Pendina Date Compliance Method: Evaluation Report from a user.com Type Versio Manufacturer Contact Engineer & License IalidatedBy Validated Submitted FBC Approval Approved Status FL#1630-RB Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER N iami-Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved FL#6527-R6 Products Category: Structural Components (813) 621-4641 ( 86) 315-2590 Code Entity or Date Date Date Pendina Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07l06l2015 05/12/2015 07/30l2015 Approved Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/3112017 No Yes N/A NIA FL#158-R7 Products Subcategory: Engineered Lumber jim.anderson2@weyerhae board Rim Board Compliance Method: Evaluation Report from a user.com 2 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Desi n Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 TimberStrand LSL Laminated Strand Lumber 03131/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-RB Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pendina Date Code Entity o Date gate Date Pending Date 1 TJI 110 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tvge Versio Manufacturer Contact Engineer & License (alidated By Validated Submitted FBC Approval Approved atu 2 3 TJI 210 TJI 230 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A NIA NIA N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER N iami-Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Cate: Structural C goryComponents (253) 924 -4084 (608) 839-1344 Category: Structural Components (813) 621-4641 ('86) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Subcategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.00m 6 TJI/560D Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Florida Department of Business & Profe: sional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 Building Codes and Standi rds 1/9/2017 Product Approval Application Detail +� Product Approval Application Detail Product Approval Applicatio i Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date Date Pendina Date FL#11383-R4 Tvge Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Tvge Versio Manufacturer Entity o ContactEngineer &License Validated By Date Date Validated Sim Date Pendina FBC Approval Date d Approved S Status Revision 2014 Powers Steel Inc. w lliam powers Steven Schaub SAMUEL A. 03/26/2015 03123/2015 03/30/2015 08/23/2015 Approved Code Type Versio Manufacturer Entityr Contact Engineer & License \ alidated By t Data Date Validated Submitted Date Pending FBC Approval Date Approved Status r Revision 2014 Commercial Concrete Products,lnc Robert Gillis THUY H HUYNH Florida Engineering �d Submitted 07/03/2015 06/24/2015 08/20/2015 rov 08126/2015 Approved Category: Structural Components 09 PE-60509 GREE P.E, _.ICL_. Revision 2014 Powers Steel Inc. william powers Steven Schaub : AMUEL A. 03/26l2015 03/23/2015 03/30/2015 06/22/2015 Approved � Category: Structural Components (813) 659-3707 PE-60122 Solutions SubCategory: Products Introduced as a Result of New Technology bill@ powers to bill@pow�erssteel.com (813) 645-0166 45-016 Category: Structural Components (602) 437-1160 PE-60509 ( REENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.com f 03) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Seq # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZResistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes NIA N/A Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOXB Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. ^ 1 W V ) O _O r1 U CIO —0 M ■Q V V m w� a N zJ z Q J SHEET NO. PA 10 LfAv�-u co�2°�� 13e'--'-/ ' � -' ' 3iB5IVIOLA-Ide'r, I G+ 0