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HomeMy WebLinkAbout36006 Stable Wilk AveINDEX OF DRAWINGS SHEET DESCRIPTION j� SHEET ak No. r 4>\v\C\G CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS GO4®\\3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 40���,\t F\ti���� 4 ELECTRICAL PLAN G,' `1 Gig 5 ROOF PLAN �a 6 FOUNDATION PLAN w 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS 8 DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA, .3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Fig. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room BA. Base Cabinet G.C. General Contractor ft. Round 71 BF Bilfold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr, Header S.F. Square Ft. ypa Bot. Bottom Sh. Shehres F7 M L I BRG. BBeariss door HB Hose Bibb SHT Sheet Hgt. Height Cir. Circle Int Interior S.L. Side Lights E M p Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir FE 11 F 71 CJ Control Joint K.S. Knee Space S. Square Col. Column LaLaundry S.Y.P. Southern Yellow Pine Comm. Community Lay.v. Lavatory TB Towel Bar Comp. Comps L.F. Linear Ft Temp. Tempered C.T. Ceramic Tile LL Lintel Length TThicken ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D. Dryer LT. Laundry Tub T.O.B.OBTop of Block 1 11 --4 - DB Door Bell T.O.M. Top of Masonry Mas. Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist Distance Min Minimum TYp• Typical D.S. Drawer Stack M.L. Miaolam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Carnet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves N.T.S. Not to Scale E.W. Each Way 'VB Vanity Base Elec, Electrical Opng. Opening Vert Vertical Elev. Elevation Opt. Optional V.L. Verselam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. aed 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 Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. 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 titieblock of these documents that these documents be accurate, providing Licensed Professionals dear 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. a (D!P Z M 0 —0 z�Z Q a t� z (9 Q) kn J 4- w rU Ow t2:f o �— (6 0 m o U w W F-- E —= a� M c m tr3 t9 'Ooo OoS 41) U co 0Yi:�- CV)Qrn o A , NCBwDC r .a t N . 7 ,`�.lrJ.l. Z i� J.g00 tl o NULL.' ,�c�„_ ,i m \ ag.lCC�L ui 111 — w �. O.sr o iv; LIM -< FESs � 1 pl}f'l,llilltl� �,� 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 0 Z 0 4-J CD P-4 M O M Q V) to Q � Ln U- �' F M itW U CL Q 0000 E Z WJ 0 �Z W� Z g f LLLLII V pU .. oZ- �MW � W LU pug �k® d - N zo aZ �+ fz Z =3 0 r M w o 0 0 V _? W goo S`c � Z (y cm, s J LJJ Q Q a Z Lu �U$ �r M gLU a ,Ji z `_ o r n Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS u, CD Z o — Z(00 o Z Q SWIM a Q) cn w Q U — 0 W N �- �N = 0 0 a� m o U U-1 ' E — $ �M C M M 0, 00, = N N U co 0i 3 FL M N aCL Y Q C) O O to LOB. v_ C a O A B 1 D.VAi NCe°° F co tq-22., 5! -�� Cam mQ , Pr W f r� �++lEs To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) 0 Z N 0 (1) n > (n M O M Q �_ Ln tn �L- L N a LZ � '� C" M U a 00 � z Q zln� Z WJ CD J 0 W� za a� F � �a 80, ~z z w Z O 0Z0 zZ a 0 0 M �° M J �3 s Ham-- o fo a cn UJ o PRO 99 �W (V $doa a Pfo Z W N a o u'Oz W Qz8 2 Z Q Z 2 a o z g ji az o n ^ ,-4 d Cn 1 SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. 1.0 9'-14, 2'-8 " MIRROR ri 00 . o I,I 0 0 BATH 2 q th KITCHEN OWNER'S BATH KITCHEN MIRROR 00 Q ®=® OWNER'S BATH i KITCHEN ISLAND 0 ih INTERIOR ELEVATIONS G !P Z co 0 19 — o Z <C U1) o Q) U—) w (0_ p �U — O w ttV^ � to it: O �v' i_ V[ OM O m V U Ll1 — U W o8o �M C f6 M l6 .M O2 O dj G) Ud Z LL. co 7 Nao � o Q rn `n 0 W q�i < o A , N c ero;c 9 sq9 O I � c? u_ �F ,V � Q N 0 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 Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N 01-4 �i� r>-iU0MO aU-'MLn a � �L HL LL u" �U co Q E z � �" -jo~ W J oZ z a //CVV/////) gad' w U 2 uZH Z J D f S LL CY O Z 0 Y� Q O T� CC i� z cu M > W 8 a o (n Z 4 o WRO �O-� �o a Q z r-j aw � W N Ln W z & pzc� rl z a CY Z z oLn ^ g = SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 2.0 12 5L,--_�j 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — 1-01141 ---1�— --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — ,�_101 IV 1 FE7:1 D M[71ElCil� o❑ HETEXTURED AD/BAND❑ �'�IC��IC�CII�'i 0� El 117::1i�IC�171C7F10 1" x 3" SMOOTH TEXTURED — BAND 12"R. 12 �5 HEEL --------------------- 12 5� l J - -------------- �- - - - - - - - - - - T.O.M. _____ ----- ---- HDRHGT. TEXTURED r. ao CEMENTICIOUS FINISH ON C.M.U. to =LLZM (TYP.) ---_F.FL. 1\1" x 7" SMOOTH TEXTURED SILL / BAND ,-A„ NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTCH FOAM DECO BRACKET AS NEEDED j DECORATIVE BRACKET C9 • w O = v � 'v •v 1-1/2" THICK v NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1/2 OF INDOW WID 2 DECORATIVE SHUTTER FRONT ELEVATION - A SCALE: 1 /4"=V-0" 15'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� 14'-0" RIDGE VENT 12 �5 T.O.M. HDR HGT. ------------------------------------------------------ 6" FASCIA t 1'-0" (TYP) 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. RIGHT ELEVATION - A CALE: 1/4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 shelf 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 Bevis or comice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Sofilt Needed) x 7 - (Sq. In. Needed) 172 = Amount of O'Hagln Vella Needed • LOMANCO DECK AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. FL Soffk Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of Deck -Air Needed) • O'HAGIN (rile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. FL Soffit Needed) x 7 - (Sq. In. Needed)18625 = Amount of O'HMin Vents Needed 0 CD !P Z o - o ZW13 Z Q J a. Z 0 rn a--� w 'U — OLU N C � o C)1— N O n0 m W — W F-- E a)MC2 l0 '� co p '0 0 tLLGO 0 (0o-o acm Lo v Qo A � N ��``a��yti9llQtftfl/} \•' �`� N M � lor /*,am c 05<� •07J_0 46�_ O� ;5�1 c-77 To the best of the Engine information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O fin 1- 4 a-' O H M O a�Ln .L rz n Q U. rYU Mr -I a� a Z t� WC:) J � w� Z ag Q f 1- C/ z � g!- z�o p zz OFJ � S 1� qqr > L1J W W o w C'.o CF)8 LU W ZZ < L U 0 M Q �3 s � � � � o o ¢ uj o� z CD O r m d (V c ii ga.01 LL- Q J i3 a Z N � W 01 ce Z fly a E W tr M Q Z Q Z �Wo BIZ *k rn r Z w N z <_ W ,--4 f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 A ! _r I i _ dl iI 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5" EXTENDED OVERHANG TO BE CENTERED ON DOOR 14'-0" RIDGE VENT 12 12 �5 15'-0" RIDGE VENT — T.O.M. HDR HGT. -001 — — — F.FL. IN I REAR ELEVATION - A LEFT ELEVATION - A SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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-Resisltive 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. Fleshing 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 vent)Iated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 S0. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. FL soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of 0 Hapin Vents Needed • LOMANCO DECK -AIR (Shingle R000 - 9 S0. IN. OF NET FREE AREA / FT. "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear R. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed (D Z o Z Z J a. U) CD Q) U—:) w m p U — 0 LLJ c = 1- o �N om o U m a, M LU E —� C r0 Cl) WPM Ooa U d zLL00 5 0 CL Y <C rn 0 LO O'T 0i-�o A ' B D. N C BrD C QQ�0 W/j� o rn cv I �•' - •� Ur iF d a Qk N— C4 C) 0.. ROFESS�O t of the Engineer's kno ge, information, and structural plans and specifications contained e drawings comply with the Florida Building dition (2014) Residential. Engineer's signature Lseal only for the structural engineering portions of g pages bearing Engineer's signature and seal. 11 0 0 r-4 fZ O 0) n 1­4 C:) M > U, � M ¢ V "a Ln a in 0) Q LL ^ a ,rn fJ Q.00 ¢ E (D Z WJ C:) OZ za Z ao O $WW Q Q0 J Lu 00 LU u g m e /* V ,UJ W =o z z H IM W z o V > fu ^�^ Q W o g � Nod J Z in NLU Lr)Lij LL o agLL Wo� J ¢ ¢ Z $zi ,tea ¢�Z M i� a z m MuJ LU z n r-I d U 1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 u 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 014 copper to lights & outlet NEMA 1 #12 copper to 20 arrp ci t 200 AMP #10.2 copper to WH #10-3 copper to Dryer nor 4/0 SER Alu 200 amp 150 amp nett POWER CO. FEED INTERSYSTEM 41 are 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 -Faun 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 outiests shall not be required on a wall directly behind a range or sink to full the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. I ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET C DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH * FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT ��- FLOURESCENT LIGHT FIXTURE fO EXHAUST FAN IN" 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. SYSTEM LOCATION WITH CLCIr l RII+ML r/11VCL BUILDER O THERMOSTAT ELECTRIC METER _lie ELECTRIC PANEL —EF—J DISCONNECT SWITCH WP GFI DISC. DEDICATED RECEPTACLE CP%n AII/%C5/1\ArAtIC InAAIP%C ® SPEAKER (OPTIONAL) <7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4'=1'-0" UI'n_ Z M 0 — o Z z Q J a U, Z V) n n ' a) to W U — O W 0 C I- O s V U m W F--- E — 0 �M tT M N ,'O_9 M 0.9 _ tti W UW tU_o 00 C Y (nao to -v Qrn t0q� rn¢o A' BDe NC11 1)C � N N � N o ; to Z WMoo NU � o cNo o z ai rjLLNa W LL. rLL.o Z a �A j% to M c ,��. Z E m & LL m m d W Na o OU V To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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�I� >(nM I--i th O Q a in LL to Q L Z�— a. M oC U CL 000 Z � rt7 W O F— W _j C:) oZ ;R cc Lu 0 Zga f d' Z H ejaW,a JZOU Ww � J U Z C70�W Q L5 u J T LU N Z Z O-NZ vZZ aZ O'reel w M J LLJ O U iz Va O LL 1 ado p Z IUC O S Zao'd� 3 Q N Z N L n 0�w oUE J r -I W W � ta-_ OH S Lu Y Q Z Z LU Z Z m o Z rt a � FS SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 VENTED SOFFIT 46 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SO. FT. SQ. IN. of by Upper SQ. IN. of o ventilation f vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit y upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. • : �•• VENTED SOFFIT VENTED SOFFIT 67 SQ. FT. • . . . .. . .. u7 c6 :: I : ....... RIDGE 41 i 04 if) ZONE-1 '::::::::::....:::::::::::.::::::::::::::...... ATTIC SPACE 2373 SQ. FT. 4'-0'ROOFVENT • e :12 SLOPE 14'-0' RIDGE VENT W a- O ...................... •• •' VENTED SOFFIT :.::::::::: 8 SQ. FT. ��' 5:12 SLOPE j•�.: .... ..... ............: ' :::. ..... .. .. 414 .. :.• ..• ..• ..• VENTED SOFFIT 58 SQ. FT. w a O ... VENTED SOFFIT 10 SQ. FT. VENTED SOFFIT 19 SQ. FT. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portend 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 save or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA UNIT • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of alloon Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft SoRit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) • O'HAGIN (file Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0 zo — o Z �oVia Z Q J r2 Z 0 W (Diflo w o U — 0 LLI c �- fLh M v I O m U LU M m M 00N _ U N tLL00 c c o Q rn r° CL o Lo n 'v 0)Q o A' B D. N C B D C ` .f Ryi+� A n e N 5 +< — At - •(per '1 r'\'� W d lu W ,7 o�, �. r 1 O� LL cP II "? N• "•• °' �`• 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. i O Z NO 0 0) N r>-r M O in tj fC In a Mr Q U ll 1 a .-. QV CL'-4 00 z .� z § Z M J � W J �Z wa za f f- ej Z�v Zz �W 8® d' z Zo rU f Z Z M o `) _ LL Lu Lu iU-Oo o O� O 11 r14 8 J Z Q A Q Z z Nrou s LU Ln rl 111 LLJ U R Z M Q Z Z m ,-1 Z Z o ^ g L z LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 5.0 E is s 65'-0" 5'-4" 1'- " T-2t' 5'-0' 5'-0' 5'-10" 3'-10" 6'-0' 6'-0" X-10" 2'-1* 5'-11a" 5'-0" 5,-4" 3'-0" A H.B+ TYP 1 STORY S3 ■ ■ ■ ■ ■ ■ ■" "■ ■ ■_ "■ ■ ■ ■ ■ 0,;, I o I 1 s'-0" 2 -�" 6' N -10" . • ..... III 10'-0" ' I \ I -3 1/2" I \ \ / DISP I I I 00 m m S3 I --SINK — — " \ �r .. I \� \ i D.W. j oo I I :: .. Ili �;0.'� 11 I A . S3 N o r L_____JI CHASETOISLAND a I I TYP@ 1 STEPS AS —IE — — —�_1— _ — _ — — _— — — — — — — • . — — — — ■• " `��� CJ L------------J CJ OPT. .. Tf-v CJ, • PROVIDE 1 Yz RECESS , , CJ-III I .0 • • . STORY U.N.O. — REQUIRED FOR SGD. REFER TO KITCHEN ISLAND REF.:: ..... ; .. •• : •• •• •• •• • •• •. •. •. •• • : •• : •• : : •••••• •••••• : ; ; , , ; 10•-10k PER FIELD I MASON'S SLOPE FOR I LOW WALLS q CONQ� TJONS WIDTH I �I� ..:::..'.: 16-10" •12'-10" I IINDICATES FILLED CELL w/ 0 PSI \\�� .........................:.... .. .... :..... .... .... CONC. GROUT FROM FT. TO BEAM I HVAC CHASE I ................... ............ ........... ..... ' .. • •BE ......... � ........ .— — ... — —.— — — — — —J . ..:.... _ .......:........... ■ ' ■ , „ 4 -0 4'4" 4'-6"01 r W/ (1) #5 REBAR VERT ABOVE SLAB BASED ON 0'-0" TOP OF CONCJ PAVER T 4" • I TYP @ ALL PLACES SHOWN LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" ETBED PROVIDE Y2" x 9" W/ 25" EXT. ABOVE SLAB "GRADE 40 SLOPE ` I STEEL" I RECESS FOR FRT. POOR M I L o 2'-6"x2'-6"X1'-0" �, -4 " I I S3 25'-10& 9'-S& W/ (3) #5 E.W. 4'-4" u' 60 I I CJ CJ �•�� •• I• CC T°Q I : • I — TYP @ 1 STORY 3 S3 I U.N.O. I S3 r I (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" AHIJ VERTICALS w/ in ' I iv FILLED CELL W/ (3) #5'S E.W. I 2'-6"x2'-6"X1'-O" G �.�_.y �� I ' M ;0 W/ (3) #5 E.W. S3 I I OPT. W PAD -31 /2" SLOPE I , � O N � I I 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO COUNTY ONLY I J ;0 3-1/2" MIN 2500 PSI CONIC K S3 I SLAB OVER 6 MIL VISQUEEN �M' :: I I : ; S3 T I VAPOR BARRIER 35:-4" 20'-6" ■ I • • BUILDER TO I DE I I o%crI : I :: I APPLIPROVIANCE VERTICALS w/Aiinn • ' ' 4'-0" ' • 12'-1" ' PROTECTION FILLED CELL :: • • eo I WH WHEN REQUIRE D —�— --- —• -- ---------1'• — -- PER FBC — +-- ------_j . . �• . . . . • • . . . . . . • . . . . . . . . . . . • :• • • • • • • . • • • • « . • • • • • • • • • • . . • • ap ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY V-6• 5'- 6'4r U.N.O. V-0" L 6'-0" L 6'-0" L 6'-0" 6'-0" 5'-2t L 7'-lr FOUNDATION PLAN. 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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -7 W W N d CONTROL JOINT DETAIL SCALE:1 1/2"=14' .• #5 CONT REINF. SEE • .• FND. FOR QUANTITY ; •; #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. ' ••Altemate: _ , • The reinf. bars shall be ;r,;••;r";•';�;,; �r,;•'�• ••�• cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" (� u7 Z M — o z CO z Q �I a U, z to _U cn w "U — O w ItI/^i CLI � I- o CO v' t- � 00 (t� m w F•— E $ W — � All '` O 0o = y N U44) L1100 7 chao Y Q com in oo Q_ l Q O A' B D. N.C. B-D-C I 0 , CM N. GO W A•tM.S• i i r� LL• , W tt OLL 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 0 n o->•-r O M Q � M LA •`"n 12 Q L - a .. � M U C 00 z Q � zQC Z LULU C:) W� zaa a� Z f=r 480, Z o�w 1"4 z 0 L T �-- 0® z o > U f v , Z 0 T Z M Z �g 0 O � L.L U (/) fa ^�^ 1..� 0 z Oho W o . fV Q k1 � 0 o' z N , f LU J In �--I LcU cW G Z o $ w Y Q �}. V G Q Z ~O z yZ j � Z o ^ g = �? r1 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0 LWA 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. A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 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 1 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dA-1/2" HTT5 3225 5/8" ANCH. /(28 10dxl-1/2 K HD3B * 31300 5/8"DIA_ BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5W ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LLIS26 1165/1070 ** 1005/915 "* 8 -10d x 3" JUS26 111511060'" — 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 1005 14-10d x 1-1/2" U MGT/MUGT 1 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 - 10d SP2 1 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY *"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 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 240-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (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 r). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (8) 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 FRAMING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS1108 �y gR��ER CONT LEDGER —�A) ISTICK NTERSS SPICING 2x TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-T ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=V-0" 0 Ln Z M — o Z CO Z Q a. I� Z 0 Ln 0 w � p U — 0 w C .E I— o V) U WM w W r_- 8 O _O N Z5 0 = g :S L 00 j 0 f" Y Qtn rn Oq. -W o A ' N•C BD C /11 r W�! ell, o N N N z csr J s OVIL lu r U- W a �4" - LLMWO IL ❑ ❑ 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. Z N 0 a� � �>i M 0 j M Ln O Q ILL� Q� V a. 00 Q � E Z fu J W LLJ to oz za Z sF �j4.0 �4-uoo g9`z zz t7 w Ing Zm Z ZZ 0 < au f z 0 1� LL_ vai 3 s -j0 o _ o � YVRo z 9 o J O U 82 Q N�fo Z Z LU N Ln q�� Cy S di Lij G w M Q Z~� Z Z L Jo Ai 1` QQ a W V a z Li rn ,-� SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AM ES VERSION NO. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe verticalSafe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUAL[TY 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T = j. © © O, O POO O O O O 8RF14 1B/1T 8RF14-0B11T 8F16-013/1T 8F16-1B/1T K�'• 0 © ® o 0 0 0 0 0 8F20-01B/1T 8F20-1B/1T 8F20-1B-2T Yw Is F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY W 2 J 8 F 16- B/ 1 T o to tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL, HEIGHT MATERIALS c OffiEiffrintels = 3500 psi. 2. Pc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 Pg - 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. #5 REBAR AT MIN. (1) REO'D 4 nLI CLEAR .. a ALTERNATE POWERS STEEL LINTEL r a olill e,.M.U. #5 REBAR AT TOP e • e • MIN. (1) REO'D ° 4 1-1/2" CLEAR ° e G GROUT D G rJ n Lo It° 10 C.M.U. 4 ° REBAR AT ~ _ • BOTTOM OF - a o LINTEL CAVITY W.� a X Lu oo:UO' n -BOTTOM REINFORCING a (7 m > 7-5J8"ACTUAL PROVIDED IN " O LL o N TTOh NOMINAL LINTEL w �'r' Q G Q A$RNDIC�.ATED (VARIES) rn z ° ° d 18 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR M 1ALLS A ut-rr•en 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) POWERS STEEL BOXED LINTEL NOTES (ALTO__ ONLY IF NOTED ON LINTEL PLAN 1. Refer to menufacuxars specifications for instaMauan. 2. Contractor to provide proper protection of lintel to prevent noting Refer to manufacdxar'a specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to matcl precast depth. One #5 Bar required at top see lintel pleNdetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendauos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5'-10" LL O LINTEL PLAN A' NCH�DC qvo 447 r, r J oa � .�NLL C'4 ` Li: ®rUsUl•,3 a Zl- ".°.��� . "'rlr;/�11lj�iE4t1����t: ■ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 CD Z N 0 ate) f� I--r M CD O M Q U) M Ln CA L_ N Ln Q L LLCL . � ii V p.00 Q E Z f0 W CD J � qqr Mj �z l w Za a Ei480, �w Z �W g T Lu co rL ZLN O vim, Z O D M o o fic w Lu uj <Ro o J Z o �g-C Q uj Z N o,~o 2 W OLij W ~ZI; cYi Q Z Z �Z m o 1 g w = ° aLU U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 8.0 SCALE: %4"=1'-0" NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATERS EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES f 21NCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL (38 MM) LOAD O 50 POUNDS PER LINEAR FOOT KGIM) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1INCHES Yz 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1 SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2. 2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEMS 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 SYSTEMS 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 '1' =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, f'y = 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: C4-P CONCRETE FORMED AGAINST EARTH: 3" C4-P CONCRETE EXPOSED TO EXTERIOR: 2" C4-P CONCRETE NOT EXPOSED: 1 V GROUT FILLED MASONRY 4" 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851A 185M-07 4.1.8. DETAIL REINFORCEMENT 8i ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11(MASONRY STRUCTURES) 4.2. CONCRETE: 4.Z1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (tc) DESIGN (E) C4-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C4-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-Ml, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 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- "Apermenent 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. IrrigatioNsprinkler systems includinngg all risers and Mr spray headds shall n t be installed Rhin 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 back ill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rQinVf ll occurs before vapor retarder placement, retreatment is requlr 9. FRC R318.1.5v; %gate over�our �nd mortar along the foundation perimeter must be remo ire exte r soI 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 licensed a pest control company before a certificate of occupancy will be issued. Tfle "The certificate of compliance shall state: 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 V-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W' 1%" 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 8". 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 Z Z Q J Z V) (D 0) cn 4- J w � p 0 w N 0f 0 VV) OME m o U w -8 W ~E ru M c: M C morn 000 :c C)N /.c LL 00 3 � Y <C ii ao In O 'T CL �i Q o A' B NCB�DC •{j D. p k 0 e tE L0 .io•• .,� �Qo P'C ita S.- _ Z o D - O s LL uj ag # lip?RCN SILL II �,.'V " v /0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O � N .>-IU0inO M Q V -M I.n a00N Q L_U_ CL .. � � M GC V cv 0c) z Q � � z tv Z WJo� �O zz GW� za f� Z 8,0 Z ZQ OuLoZw ®Z Zo I- Y U a Q z43 M ' _j jE f� = 0 o OZ cr- o� �WOa � N 0- O Z N o � $�� WN Ll) 1@1Es J r-I W Q G Z � O w Ci f M rI Z Lu Luz =WO R z o ^ Z :5= �Z. n r-1 0- V) f SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AMES VERSION N0. 2z0 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 90° HOOK BOND BEAM RIDGE LINE w QJ +++++++++++ ++++++++++t++ ... + + ++++++++Q++++++++++++++++ +++++++++++cc+++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 1-0" (NP ) + + V-0" + + + + + + + + + +++ + + + + + + + + + + + + + + + ++ + + + ++ L + + + + + /++ + + + + + + + + + + + + + ++++++io +++++++ +++++++ + ++++++++ + -1 MUGT�TYP• �GIRDERTRUSS_1=E7S-_._ I IW STD. 90° ­ CONT. 95 I I tz!�I HOOK I �L I� rsArs zx I Ur rLa i t BAR uII 5/8"m #5 CONT. THRU FROM BOLT 15/32"CDX FOUNDATION PLYWOOD OR C TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 X B.U.0 : — --I IDGE LINE 140 MPH (uft)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uft) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. USP MUGT15 TYP. 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES 8 + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 2nd FLOOR INTERIOR/EXT WALL SEE HTA 20-18 / HTA 20 + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE INSTALLATION @ MID SPAN 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL USP MUGT15 TO 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION Q/ TJI TO BE CUT TO ALLOW 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKINGITJI �� .. NOTE: LOCATION OF 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. �\ UPLIFT VALUE SECOND RT16 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR �;�;"" „' „" IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from USP RT16 USING above to bearing below. STUDS 16-8d x1 1/2" NAILS SECTION @INTBRG. WALL �='-- •' UPLIF7=1030# DOUBLE JOIST CONSTRUCTION . Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 314" wood panel ,902.0 2 x — lumber Double 2 x — lumber (Not required if both loaded equally from above) N.T.S. Filler blocking i 1/8" mm. a 2" min. 2" max.) Small g p 4" max. 1/8" gap Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSBweb(tiffener 2" min. 4" 2x : CONTRACTOR TO PROVIDE Zx TO FILL THE HEIGHT at 12" o.c. dgrequired when indicated or Max.ined when possible. Stagger rows from opposite Web Stiffener Fastener Schedule Joist aring Location Series Depth I End 1 Intermediate ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d I 2-8d I 3-8d 14" 2-8d BCI6000s®'11-7/8" BCI6500s® 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- /8" 3-16d 3-16d 14" 5-16d 5-16d 1 16"1 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR o SIZE AND QUANTITY c n 6 OF FASTENERS 6 6 6 G 6 i � 6 G 66 6 6 �®mom 6 66 6 6 OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with side nailing. 6 - Hangers with sides not containing WEB STIFFENER top flange of joist. a DOUBLE JOIST CONNECTION - Birdsmouth tuts. N.T.S. - Under 2nd floor column w/ loads ' N.T.S. higher than 15001b. TYPICAL HTA 20-18 / HTA 20 BLOCKING PANEL INTERIOR INSTALLATION TYPICAL MTW INSTALLATION SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing wails when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below •Non -stacking walls over squash=20 blocks and Load bearing wall must stack over require additional wall or beam below.* � �Y blocking and wall or beam below." \� Joist corsibuldi 9 . Check When joists meet over wall, provide code for api When " I -Joist can be offset code � ePProP�e ��� 1 3/4 minimum bearing for each. up to 3" to avoid PLUMBING LINE deoft in One 10d box arees=20 of high or-20 sinker i� vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side �i 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 10'-0" at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H % N.T.S. SLEEVE THRU STEM d a a A WALL Provide adequate bearing 4 • a for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist • - A. CORNER OF blocking panel "Non -stacking walls •. " - ° GARAGE SIDE 0 0 0 (quasi block 10d nainails'SECTION @ INT. BRG. WALL require additional consideration. FINI GRADE (2x4 minimum) 5'-0" c Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR O o 140Glulam Beam m GAS METER U NO HOLES (EXCEPT SEE FND. PLN. _ N KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) _ SIZE & REINF. IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails.lit (see table below) (KNOCKOUT EXEMPTS) D Install fight top flange. '. 12" BELOW • MEASUREMENTS ARE FROM FINISHED FLOOR \ SLEEVE THRU STEM GRADE (see table below) PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR •. ..; . • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER or drill flanges Joist hanger F,. a FOUNDATION INFO ' a' ❑����� STEM FOUNDATION GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GRADE "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" 6" A 1Y2• ROUND HOLE MAY 6„ 6" O NOT CUT HOLES Filler block. REINF. SEE PLAN CENETERED @PIPE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2' Nail with PLUMBING LINE THE WEB. PROVIDE AT OUND IN �� 10-10d nails. PENETRATION LEAST 3" OF CLEARANCE CANTILEVERS. °• /F a a Backer block required where top; FROM OTHER HOLES mount hanger load exceeds 250 lbs. ° a MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Install tight to top flange. ° 1 RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 USP HTW20 OR 16d TOENAILS 2" X 12" @ 16" O.C. W-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. V-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 * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 8 1'-0" 1'-1" 1'2' 1'2' 1-3' 1'4' 1'-T' V-11" 2-4' 2,9' 32' 3'T' Any 16' joist 12 1'47" 1'-1" 1' 2" 1' 2" 1' 3" 1'-9' 2-4' 2'-11 " 3T' 4' Z' 4-9- Span ffi) 16 1'-0" 1'-1" 1' 2" 1-2" 1' T' 2-6' 3-7 3-10" 4-9" 6 T' 20 1'-0'' 1'-1" 1' T 1-2" 7-0" 3'-0" 4'-0" W-10" 6-11" 6-11" 7'-11" 8'-11•. 24 1'-0" 1'-1" 1'2' V-3" 2-6' 3T' 4'-g' 6-10" 72' 1 9-4' 9-6" 10'-=9 d d. • a j 1/4"-2" gap io ? • a . • I � SEE FND. PLN. (2) #5 REBAR Backer Block A/C CHASE 4" PVC SIZE & REINF. Mount'"Top Mount" "Face SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as TOP (2) #5's x 4' Ow PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT, flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. — requirements a a d A.W. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF Y SCALE: N.T.S. a d ° • ea THE LARGEST HOLE.' 0.6 X Joist 7. lY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. u /depth - ° ` a A A a 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 —' a PUBLICATION. USE THE BC CALL 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. i-JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. (Din Z M —o z�Z Q J a z to N W 'U — 0 W E CLI 0 �F, �N F- (� U m Lu I-- E — $ a)M to M W M 0 00 W U CD 2 r LL rn oM� 100 Q N a o u) Oq 'V Q O A ' N C a D C e O C"'i A y J Lu w S de a N S.. LLW 2 .a .• ESS1 J 0a���� 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 cV 0 � n r>-I V) M O Q � M Ln Q LLL �. zQ IY U p- 0000 z § E Z W J� �R w� zaa a� fF UIng Qz U �(� z z J LL 8 LLU z zS ,--� fz 0 Z Z J F > ' cr- 0 O U (a ~ Lu g J � rf�ma gaod ii;(Ay Q ^�wQ Z N N �Ig aME J ,--I lJJ i5- 8 li.l M Q z T-, Z Z_ = L1 m o ^ guJ T-1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING T 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE W/A HABITABLE ROOM W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE ")" @ 2-16d TOE NAILS @ EACH END ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE USP SPT24 TOP PLATE 3/8" MORTAR BETWEEN COURSES (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. _ @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & c 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD @ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR (2) #5 CONT. ON 3" `�" 2"°x3/16" PLATE WASHER TYP. (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 _ _ 2"°x3/16" PLATE WASHER (TYP.) (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE dK Q.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 0 ° " " (2) LAYERS TYPE I OR TYPE II ° 4 . A.F.F. @ 24 O.C.) 2" x W ' x @ 24 O.C.) 2 6 x 6 W1.4 x ER (#15 OR #30) UNDERLAYMENT _ WWF OR FIBERMESH WWF OR FIBERMESH r e _ b ° ° a �31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. I ° ° ° ' 4 Q _ . ELEV. -0'-31/2''� l FOR UNDERLAYMENT 'T o ' a ° ° a A F F—_ REQUIREMENTS SEE R905. ' ° a °4 2x4 CONT. ° . O ° ° PRE ENGINEERED WOOD ° ° ' . ° ° '� ° " " " TRUSS @ 24" O.C. U.N.O. I I ° ° .�...° g. ° ° a N o o ° • —i 1/2 (min.)- 4 r,TIT-.—.4o ° : "OF — 1/2 (min.)- 412HURRICANE ANCHOR @EACH —I . • ° 4 31/2"(min. - =4 31/2"(min. - 4"(NP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8"GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS ° . �MOISTURE BARRIER TYPICAL INTERIOR BEARING oNT. "'"8" (2) #5 CONT. 4" '-4 INSU ION LE SHINGLE ROOF U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 141, 518" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12-N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �vM�N�Ms SCREWS @ 7 O.C. SHEET LOAD BEARING OR�N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. (2) ROWS OF 2x BLOCKING @ (2) EXTERIOR WALL THIRD POINTS 2x STUDS @ 16" O/C NOTE: FOR WALL HGT. s 8'-6". 8"x8"X16" KNOCK -OUT 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIDE IF APPLICABLE, 1x2 P.T. HORIZONTAL " 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" " USP SPT22 CONNECTOR NAILER 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. IF NO UP LIFT ON @ 24 O.C. VERT. OR 2x P.T. PLATE ( SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR STD. 90' HOOK (SEE DETAIL) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ TYPE "S" MORTAR " 3500#, MIN. TENSION 2600# USP SPT22 TYP. SPACED EVENLYCONS 2X P.T. PLATE J SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] E FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 2x P.T. PLATE WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL r ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR W ° ° � FINISH • . 1x2 PT WD FURRING @ 24" O.C. ' GRADE �, ° • :° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e > _ 1 #5 VERT. IN FILL z r, ° o FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] Na C 1/2" GYPSUM WALLBOARD () MONO OR STEMWALL — — T ° CELLS(SEE FOOTING MONO SHOWN ° p o � I = ,� W — U.N.O. FOUNDATION PLAN FOR CLARITY o R D °D 6 MIL VAPOR BARRIER I ;. ° #5 REINFORCING BAR R 1 7/8 `) I=1 I=I I=I I=I I=I=� ) FOR LOCATIONS) ° P ° ° Iv Z 1x4 P.T. BASE NAILER ° I I 1-I I I -I I El I I -I I I -I I E i ° ' #5 LAP SPLICE (2) #5 CONT. -I " 4"1 INSPECTION �: ,D ° ;. I=I I -I I I -III -I I I -I I I-i 1 2 • ON 3" CHAIRS NOTE: _ _ 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" PORT AT EACH g III=III=III—III=III=III- i.I COMP. SOIL. (COMPACTED TO ° (TYP.) 31/4 BASEBOARD FILLED CELL TYPICAL FOR BEARING WALL I=III=III=III=III=1 I I I I T 95% MODIFIED PROCTOR ASTM I 10, W/ UPLIFT ONLY _ _ MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR l-1=1 1=III=1(1=1 1=1 1=III=I I 1=1 I 1=I 1=1 I 1=1 I I=1 I=III I D1557) N #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER n -' "-I- I=ITI-III=ITI-I I=I I- = 1=ITI= = = I- 4" 1-4 #6 LAP SPLICE TYPICAL INTERIOR BEARING TO CUT BLOCK ORPOUR —III-III_-1 I -III —III —III —I I 1=III-III-1 I= MUNICIPALITY. CURB DUE TO SLOPE "'—"—"'— CONCRETESLABW/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G Wl AXW1.4 WWF OR = DECO FINISH 4" to 6" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: 3/4"=1'-0" S3 FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL S3 S3 S3 c SLAB INFORMATION. SLAB INFORMATION. z 1 10 RECESS FOR 6 x 6 W1.4 x W1.4 � y `• ` ° � oo � 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN VARI = ' () SEE ROOF PLAN S.G.D. U.N.O. WWF OR FIBERMESH 3112" WWF OR FIBERMESH (U.N.O.) c� 6 MIL VAPOR z min. 4" FOR TRUSS r) 10d NAILS TO TRUSS TOP CHORD BARRIER i C �r / ° " v GRADE SEE PLAN FOR T 24" O.C. MAX. CONNECTION INFO' ° • � • • r c0 * & LAYOUT DESIGN COMP. SOIL. ° , I TOP OF BEAM .7t (COMPACTED TO 95% ` 1) #5 REBAR w/ OPT. SEE ROOF PLAN c a: ° v a " MODIFIED PROCTOR NCLOSURE - __ e ASTM D1557) - I BEAM SIZEC& STRUCTURAL E 1 a d ' 3" MIN. CLR. N � ' (2) #5 REBAR CONT. 4 LAB. I. CONNECTION INFO M ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN. FRAMING • g 7/18' I I O.S.B. U.N.O. DETAIL) I MIN 7/1 O S B. SHEAITHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3l4"=1'-0" S3 w SCHEDULE OPTION #1 1/2" GYP. BD. SEE TYP. WALL SECTION FOR ADDITIONAL P.T. Zx — > � SLAB INFORMATION. 2" HOLD GYP. BD. Uj w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB o OPT: DEPRESS SLAB 5 DEEP 0f-O" 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR AND 6" BEYOND DOOR TO -' SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND a $BASECONNECTIONNNFIOE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. CONCRETE SLAB EXPANSION JOINT a ° _31/2" SECURE 2x4 P.T. BTM. PLATE 14 O.H.D. RECESS = 13 O.H.D. RECESS € ° b GARAGE w/ 1/4"x3' TAPCONS AT 8" MASONRY WALL AND PAD FOOTING PAVERS "' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL f C CONCRETE NAILS W 1 O.C.W/ DRYWALL SCREWS @ 8-O.C. EXTEND FILL CELLS c EMBEDMENT @ 12" . TRIM PER PLAN TO FOUNDATION PAD _ • •' ` . - STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. N _ M ?' PLATE TO CONCRETE " ON FLOOR PLAN • `v . ' : ;. a (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = SQUARE CMU BLOCK BASE, = z • — 9 qt SIZE VARIES PER PLAN GRAD a a '; -• :. 4" I ;0 TENSION 120#) CONCRETE SLAB E _ _ _ I 4 _ 6 x 6 W1.4 x W1.4 c=�wi M w/ MIN. (2) #5 VERTICALS W —1 I a -III-1 WWF OR FIBERMESH c,, t-. w I —I I —I III=1 I I= =III w • - ':. •..:`' IM: = FILLED SOLID z = � a•a. ''w w_BRICK PAVERS or SLAB PER `L _ — • • °• z ° o o =1 I-1 —_ _- COMMUNITY SPECS L` W.0 ° _ — "> z °� • M 6 MIL VAPOR - li'- —ham _ _ _ _ _ = 0'-0" FIN. FLR.A _ _ — SEE AlS3 OR J/S6 SEE A/S3 OR J/S6 "- _ I I I (i I_— I =I -' I I=I � I I E I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER III—III=1 I 1=1 1=1 I 1=1 1=1 I I (� I— =III —I III=1 = — ' DOTING v =1I I —I I Ell EI I I—III=1I I— I I-i_: __I=1 I III=1 1=' BEYOND 1-4 1 ST R I Ii 1 1I 11 F �I I I PAD REINFORCEMENT-)—� 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) " ( Y 3" MIN. CLEARANCE 1' 8" (2 STOR 1-8' 2 ST R - FOOTING WIDTH ­ 2 � 4" 4" • ••'+ ' '�• SEE FOUNDATMN (SEE SCHEDULE) .' . . .�. CONIC. PAD MFO. r SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD1 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: a11'-1'-0• ADDITIONAL INFORMATION. ADDIT}ONAL INFORMATION. SCALE: N.T.S. S3 0 V U-3 z Cl) — o z `O z Q a U, Z �--� w � p •V — O w r o M � U m rn aD M w — 8 W r E moo" O go N Ua°�i .L.. LL 00 ca Sao Qrn �iQo A, N.0 B«D.0 PIP 0 »-v��. ti WIN! dui aN Lle .0 `.f. ) r •' °+ . 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 cV0 0 CU N > (n M O M Q 'v Ln CL ^ 1< U ca %_ 00 Z � W J� d' 3� �o za f� C0 U�o� U Q�z W 2:-1 Lis ri NIN _j ZZB T V, Q Qo rl fz z 'p 06 - 9 fu rt) z Q) > 0 s U (� _� Q z f r o� Z N oiZo J ,�i wZ Li.! LL o Irv)Q Z as W� z tu Cy Z O� QQ w O a z T--1 a N f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS �P) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT THREADED 3"DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3"DIA.) W/DRYWALL SCREWS 7 5/8" 8 7/8" STUCCO FINISH PER ASTM C. 926 CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d " 7 5/8" 8" 7 5/8" 8" APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 2x DEAD WOOD MID MIN. EXTENSION FROM 7/8" OVER METAL LATH. FIRST 2 @ EXTERIOR FACE OF BLOCK LAYERS 318" THICK EACH. 3RD LAYER POINT w/ (3) 12d SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING J FASTENED TO TRUSSES WITH 8d BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C LT(2 O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. S4 PER PLAN F111 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP x BOTTOMPLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. LMAIN SPAN MOISTURE BARRIER WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT rD ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O.00K W/ 1 #5 CONT, SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 . AND FILLED .GROUT (SEE SCHEDULE) 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (Np) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TRUSSES @ 24" o/c VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BLOCK W/ UPLIFT CONNECTOR KNOCK-OUT1) #5 FOR CONCRETE PLACEMENT 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED ( FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS 2,000 PSI MIN. SCALE: N.T.S. DOUBLE 2x4 SPF #2 - CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + STUD W/ (3)10d NAILS CRICKET AS REQUIRED i SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW AM . 90rHOOK1!_ .. • • .IBII OPENING _ FILLED CELL W/ (1) #5 VERTICAL SEE FDN... LOCATION I NEVI IiI�T� 1i91GREATER ■�lII li�Z III IIII� �_ ■III. III TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. °. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN a ° a DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO w ° . a ° MOLDING TOP SPLICE ° z a a 2 ROWS 10d @ 3" O.C. (14 ° °° 18-10d NAILS 2x TOP PLATE co GARAGE NAILS TOTAL) EA. SIDE OF , 2-16d NAILS @ 24" O.C. OR DOOR 48*SPLICE STAGGERED °° • ° EQUAL TO TRUSS BOTTOM N. ° ° CHORD OR BLOCKING 2 x 6 P.T. 7 �'�J/NJ 5l8"DIA. X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT • 2x STUD @ 24" G O�STgN 10d @ 8" 0/C *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED O.C. MAX ROVIDE P.A.F. NAILS OR C 2x P.T. PLATE EQUAL @ 12" O.C. A STAGGERED FROM BOT. SEE A/S3 FOR DOOR TRACK ATTACH ALL EXTERIOR STUDS 0 UPLIFT= 4290# (SPF / SYP #2) PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE W/ 4 16d TOENAILS TO P PLATE NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. ,- " OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NOW AT LEAST 4 0 LONG. TYPICAL WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _ = PORT EDGES & 8" O/C FIELD - @EACH VERTICAL REBAR &DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALLK" j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP H1716 N USP SPT22 @ EA. STUD BLOCKING (TYP.) VERIFY T ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 S4 2x P.T. PLATE SCALE: NTS �ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT USP C UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. S4 KNEE WALL ABOVE MASONRY WALL DETAIL rF� �7 SCALE: N.T.S. St� 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' 1 (2) (3) (2) (2) (1) USP LSTA30 9' -16' 1 (3) (4) (2) (4) (2) USP LSTA30 FU SP SPT4 SPT24 USP SPT4-]SPT24 XPT SP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"xl0" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" -(2) 16d TOE NAILS MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING BOTTOM PLATE TRANSOM FRAMING FRAMING WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION A A/S1 CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS • • AND BB/S1 FOR ADDITIONAL DETAILS is 2X8 WALL ABOVE ENTRY 1/2"X910 PLYWOOD WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL --,BLOCK J WITHOUT UPLIFT SP SPT22 W/(1) ;. SEE FLOOR PLAN NOTES FOR USP SPT4 SP SPT4 USP SPT4 -BOLTS @ 24" O.C. #5 ONTOC& REQUIRED CONNECTION RECESS MAX FILLED o S�c�A p0� �9N 2-ROWS 12d NAILS STAGGERED LINTEL 2X P.T. PLATE 5/8"X10" J-BOLTS @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED ° ° MASONRY WALL 2x4) RECEIVE GARAGE DOOR AND TO ALLOW ( FOR WATER SHED. 2x CRIPPLES @ @ 12" 0/C FOR 2"x10" OR a ZX8 P.T. BOTTOM P TE C GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B \ 5/8"xl0" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) (THIS ISA RECOMENOATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 Y" @ 24" USP SPT4 SPT24 SP SPT4 C MATERIAL OR METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN 10d NAILS 8 @ " INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED K/S4 2d TOENAILS. ONLYTRANSOM FRAMING SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS IORHE o 0 BEYOND. IN PLACE CONCRETE CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO � GARAGE FLOOR SLAB /-8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TRANSOM FRAMING PLYWOOD TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SILL PLATE W/ MP3 CLIPS EACH SIDE TRANSOM FRAMING SEE SECTION AA/81 AND PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS 4" o E SHEATHING SLOPE FORWARD CONNECTION ASSEMBLY �2x STUDS TYP. BB/S1 FOR ADDITIONAL @ O/C BOUNDARIES 6" O/C EDGES g FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HTT16 TYP. U.N.O. SEE N/ ** USP - HOLD DOWN CONNECTIONS SPT22 PLYWOOD OpF�,4 NOT REQUIRED @ BEARING SHEATHING ,:..� MOUNTING BASE DETAIL WALLS NOTED WITHOUT UPLIFT RECESS LINTEL SP SPT4 SP MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. SPT4 MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. < PLATE ) EE PLAN FOR FOOTING • POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING B E P.T. BOT. PLATE a a° d a E"IALTERNATE: ATR EPDXIED DIMENSIONS BLOCK WARECESSED SPACE TO BE 2" ABOVE FINISHED WALL 2X8 P.T. BOTTOM MIN. BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @24"o.c. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. SL� PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE ) ��4� LO ZM 0 zoij z J a z cn Lu 4--J(Pro Q U — M_ 0 w v) o O p U mr- 0)M W 8O cMn C co M O N = 40)), UN w Llo � e Nan us o v Q cm �i < A B , N.0 BYD C Do N Z' o .g µ � �M{sp� C �LLt� NSW qx '�+ C Lou r��...a > O�. , Z Q�san � z _ W CL L I j "AM UP* M � rlltes{ci•�� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ON Z 0cu1-, r>(f)MO �M Q � M Ln ��On � Q U_ fl. ^ I— Q� U CL 00 Q � E Z M J � W oZ 0 zaa ��o-, 4V0 �Lu Zz �LL 8 ~ W oZ za '<z 0 M 01 3 jE S 0 U ru cf) Lu ZO J96 C rj ILL, Q u�od z N W� ogw J N afE WO� rLn-i Ill x LLJ X Q f¢ Z o a I 'Cr M Q z w0 z k Z z �O 01 r4.. g LIJ = r, � a L SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2) i6d NAILS 2x4 BLOCKIN 2x4 "T" BLOCKING NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL SHEATHING DETAIL 2"x4" OUTLOOKER7 @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER 24" @ "L" BRACE �4Z- TOP CHORD SHEATHING DETAIL EA. OUTLOOKER „ p - SEE ATTACH.D BLOCKING FOR OUTLOOKER ELEVATIONS)AL BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILSTYPICAL ROWS OF 45• t 24" MAX. TOP CORD BLOCKING 45•1 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL EA. EQUALOUTLOOUTLOOKER OF TRUSSES 24" MAX. EDGES SS @ OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO EXTEND LEAST 90% OF @ 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. 2x4 "T" BLOCKING 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% F WEB () @ 8'-0" 0/C. USP 8" FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END 48" O.C. @ LENGTH (SEE TABLE) APPROX. 8" FROM CHORD (SEE ( STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d TABLE) USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS 48" O.C. "L" BRACE ATTACHED 16d NAIL • 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. N111\ — —� ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALLBOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS SINGLE ��L�� BRACING DETAIL THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS7 (2)16d NAILS BOTTOM ATTACHED 6 SCALE: N.T.S. S5 INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 TOP PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS BLOCKING, FASTEN WITH C IN FASTEN 10dx3" @ 4" O/C DIAPHRAGM FASTEN WITH 10dx3" 4" O/C SPACED @ INSTALLED PER MANUF. " p 2 x6 P.T. SILL fl p NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 'T' ON TOP OF PANEL ' BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36° 48" O/C MOISTURE BARRIER USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP A18 STRAIGHT STRAP @ 4 -0 MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL TRUSS VERTICAL 0/C ALIGNED WITHH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) VV7-10dxl 1/2" AND TO MASONRY W/ 3) 3/16"x 21/4" ( TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TAPCONS. SECTION FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 2 SECTION 3 SECTION 4 WEB; USE SCISSOR GABLE "T" BRACE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 OUTLOOKER 8d 6"0/C 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTOg CHORD BRACING 2X4 MIN, REFER TO DETAIL J 1 SEE STRUCTURAL 1B6d NAILS W/ (2) @ @ TOE NAILS @ EACH END ON SHEET S5 FOR � r 24 0/C WOOD TRUSSES @ @ X-BRACING, AND TOP " NOTES AND NAILING TOP CORD N M 24" O/C (TYP) SCHEDULE FOR BLOCKING FOR SP HGAM10 W/ (4) CHORD BLOCKING So 00 x A 4"x1-3/4" WEDGE INFORMATION SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS LTS & (4) SDS 1/4" 1 1 1 •. i EQUAL @ EA. OF x 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDG S OFES @ 1 1/2" SCREWS WOOD TRUSSES 'O ;o eo APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 " EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END ,ur GABLE TRUSS z -- "- TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" a ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OSB SHEATHING ATTACHED AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @48" O/C FOR THE (2)16d NAILS BRACING W/(3)10d x @ _ FIRST (4) ROWS OF WI 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O// C G @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" 2x4 BLOCKIN O/C L 2 KIN (D = 0.148 , L = 31 OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/21 OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4 x 1 MOISTURE BARRIER TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM 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 CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL a l ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T' ON TOP OF PANEL­/ARCHITECTUNOTE:RAL FINISH 1 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 10dx3" @ 4" 0/C (2)12d TOENAILS _ • 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON -LOAD BRACT GPROVIDED BRACING MAY BE USED IN PLACE OF T EXTENDS OVER AT PERMANENT ST T THE WEB. FIRST (4) ROWS OF TRUSSES NON -LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION BEARING LOCATION . SEE TYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS H 9 UNEVEN CLG) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. SS S5 ADDITIONAL INFORMATION. SCISSOR TRUSS 4 45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2110d PER JOINT 6.91 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR 10dx3" O/C WOOD TRUSSES p LOCATIONS TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT ill 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) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING ) "L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL rj-,� TRUSS BRACING OVERLAP DETAIL rM 2) A BRACE TO BE FASTENED TO GABLE STUD WITH 1odx3" NAILS @ 4" 0/C. SCALE: N.T.S. SS SCALE: N.T.S. SS 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Sty "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4' O/C 5 (SEE SCHEDULE FOR SIZE 5 AND LOCATION) S5 BLE TRUSS 6 LL 6 S5 S5 ,.. , T ..[7:L I L-1 - ,Q. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-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 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 -STUDS @ 16" O.C. LNG DBL. TOP PLATE USPHGAIO(TYP.) � EACH STUD STUDS@16"O.C. USP SPT24 CONT. BEARING HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL` HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK « 1 V-0" MAX. yGo LU a (7 a CORNERJACK Y « W Z iY 0 U C� Z � — o Z Z Q Z ) 0 '' Q) u) w 0 w o m � U w U �M c m M O o0 U " 'S LL 0 N a� ,n ov o A , B D. NCBwDC 0 4' ar 0 Go W �QaU, M E tl -.9- To the best of the Engineer's knowledge, information, onand 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 (n15� �>-tU.)MO Q�'mv_�n a � .L ON L- LL Q Ln CL ^ I- . �vf°ao z Q E z Z WJ 0 J oz za f� zd g4g�' a �zUO >S Cn fZ Z 0 r>3 M F- LLj U - z W OZ Igg `11 W J Z A N N ogw UJI In ao ~ �Z�i in Z u�o Z Z j�z m ^ g W � Z o � f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1 UNACCEPTABLE INSTALLTION /2" DRYWALL * DOOR JAMB (REFER TO SHT. SDW2-K1 MAX 8" � � P.T. TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 FOR CONNDETAILFOR CONN. DETAILS . S UF FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS 3/16"0 X 3-1/2" LONG TAPCONS STAGGEREDLL11X8 8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 31� DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1 X4 P.T. O.C. & 4" FROM 3116" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 2X8 P.T. WITH 3/16"0 X 3" FURRING 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS 2X8 STAGGERED @ 16" O.C. 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK t I t5" NOTCH WEB AT FIRST 2 COURS ` (TYP.) #5 REBAR ('TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AR ` ' AND NAILED W/ 8d COMMON 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD " ` `51 D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: --JLJIL LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' t2" NOTC %@ FIRST COURSE ` USP HGAM10 @ 12" O.C. w/4-SDS 1141 1/2* SCREWS INTO BAND THE JOIST & (4) 3/16"x1-3/4" WEDGE ES ' ` BOLTS INTO K.O. BLOCK FILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION H SCALE: N.T.S. SS RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS FILL 1St4 COURSES EMBEDMENT INTO EI 1/4" MAX Z_p• 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT .+ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (8) NA11 NAILS & (6)" x 2" TAPCONS 1/2"DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) .;= 10d NAILS x 1? NAILS AND 8d NAILS AT 8 O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) 4" X 1" WEDGE BOLTS [ (1) STRAP =1225 # , 2 x 8 45" DIAGONAL (4)10d NAILS INTO (2) ST BRACE(S) 2 x 8 BRACE/ BLKG. ALLOW 2450#]) INSIDE TO FOR INSULAT ION `-. `>:: ' ```' "'''' TO BE INSTALLED 7/16" OSB BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR - IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. .« •` SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN •. INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR READ. SCREWS @ 16" O.C. MAX. OR IF MASONRY k (2)10d NAILS @ 8" O.C. ARCH DETAIL i 4 MAx RAD WALL USE (3)1/4" X 31/2" TAPCONS AT 16" °�FRygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 _ + + FyOTiy PLYWOOD SHEATHING 1 �_Ot� 51-0" JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED + + BLOCKING AS ° INISH FLO WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. B-B + REQUIRED P EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ► s 6. . 14" MAX • TRUSS + °' ► #5 BAR 2-0 8 SOFFIT ► :'► BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILSIIN + + D' �" ° . ► e : ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ... ► ° '► 99 IN TOP c EACH TRUSS _ , # ; KNOCKOUT / 64 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END CHAIR BLOCK PROVIDE 2x CONNECTOR PROVIDE (2) MIN. CONT. W/ (3) PROVIDE 2 x 8 DIAG. BRACE B � MONO FOOTING ' VERT. BRACES WHEN HGT. OF N TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN •° e, ' je. BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -1v- -E LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 SCHED. _ 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" DIRT z CLEAN FILL .► A. ° TO BE INSTALLED O.C. ENTER SO IT 6 4'-0" MAX SEE PLAN e BUILT UP PLWD. BUCK - PRECAST LINTEL a ffTANDARD c 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' HOOK N SCRIBE (NOTCH) BACKSIDE . TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%' WOOD 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY FOR OVER HANG FILLED CELL _ EQUAL EQUAL 4' MAX. RAD. (MAX. 4'-0") • , � • � �' • � �' � • INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" • , ' , 16. THRU OSB INTO 2 x 8K�K O.C. ,, ANCHOR INTO ARCH BLKG. r' �• ` `�' •• ` `r .• � �.� . � r .• STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL SECTION @ ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 p. PANEL MORE INFO SET BAR IN EPDXY R REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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 W.W.M. AT PERIMETESTUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4' EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/Cr IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" N "SET' EPDXY MIN. t \ z 5" EMBEDMENT o EXISTING BOND BEAM SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER P COVER 6�_0• EMBEDMENT & 3" MIN. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP F F EDGE DISTANCE ` LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE FILL CELL FULL HEIGHT WI U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _ LU "' NON SHRINK GROUT. REINFORCING AS FOLLOWS: _ _' ` SEALANT — — U_o- 1 •...,.,._, . a. _ ,. * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. _ - '���•''' `=_� `"'� 5X6' EMBEDDED INTO 6' J.MIN. LAP SPLICE W/ e ' v Z * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ' - - y:.; -'.,j,¢ EXISTING FOOTING 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. REINFORCING PANEL � .i,'"+'"•"• t-=- ° p.° : � \ N N " " FILLED CELL DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. - ` .:';.t I' 6' MIN. LAP GRADE : >. p o SET BAR IN EPDXY _ ° ,... G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M NOTE: REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE �.a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN A SECTION EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 1 SCALE: N.T.S. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4 -1-0„ SCALE: 3/4 -1-0„ FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U u, Z Cl) — o z� Z <C W u' ---J w U — 0 w E tt /^ V / � (� 0 O M m U mM w —8 ■ Of M M `°_0 0N 00 = ai LL00 cd Qom, Noo v Qo A ' B Do N C B�D.0 F a3 =0 f®f Z • W q� a•: W � ^' z�z o a ¢ N z- d Z � � F C m \ W a 4r ej•Cr�f � .r3 a i Tl !�� To the best of the Engineer's kno;;1eTFgF.9 rmation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O�I� i>i M O Q eJ f0 Ln cn •� �- IZ Q LL OL M ao Q U fl" 00 z zz WJ C:) J 0, W� zn fa �zgo �oW� OR W, r--I uj © oZ zz �o a O a ,n 3 M M O > o fu ��o UCo2 N w 0 Z oa Q oW Z r1j fV 12, 2z J ri LL! o z [i- M Q Q Z LU a�z Z F— w a vZ z o ^ g = ¢ 2 �-, —1 a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF SHEATHING OF HIP/RIDGE, TYP.BETWEEN COLUMN W/ (2) HTW20 PLAN JACK TRUSS (AS SHOWN TRUSSES W/ (2) 12D NAILS EACH STRAPS OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT • 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BUCKET TO COLUMN FOR TYPE) BLOCKING SECT. A -A A PLATE TOP @ TRUSS A BRG. SUPPORT COLUMN BUILT-UP FRAME OUT TO (2)-2x4's OR 4x4 W/ (2)-10d BLOCK EDGE G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE ADD 2X4 ALONGSIDE EXTERIOR SHEATHING • , TOP CHORD WHEN REQ'D (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SPAN FROM EXCEEDING JACK WALL ALT: (2) USP MSTAM36 SCHEDULE 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP STRAPS CENTERED AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T w/(13)-10d NAILS Ea TO COL. CONTINUOUS LATERAL BRACING - TIE BEAM BUILDER FRAME RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING X-BNG - 2x4 SPF OR SYP AT 12" O.C. MAX w/2-116d1@EACH TRUSS WEB BEAM @ RAISED ENTRY CROSS BRACING DETAIL JYP.)r—,—��HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 SCALE: 1/2-1-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 4 12d WHEN VERTICAL SCAB CENTERED @ USP HD41F P BUCKET SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE () 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR '1 FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO W/ (4) 10d TOP & BEAMS TOGETHER MORE INFO PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ USP HTW20 IN PLACE OF (4) 10d 1 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) -10d X 1 1/2" EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/1s" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 'k EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING READ ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 'k " OPTION A SC EDULE/PLANINDICATED ON M OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD PER NAILING SCHEDULE NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON 13M. SEE 2ND FLOOR WALL SECTION TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN FOR ADDITIONAL INFORMATION ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D8 B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM, SPLICE OVER DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS A A (OPTIONAL) CENTER OF POST 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF 13EAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. lip DIRECTION TYP. A DIAAT GONAL 2x8 #2 SPF RIDGE BEAM " MAX " WOODTRUSS �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 SEE FLOOR PLAN FOR ND CALF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE BEARING SUPPORT MIDDLE (4)16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO FOR LOCATION AND l. TRUSS, 2D4"OO. O.C. MAX. (AT F EACH OR 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) PLAN FOR MORE INFO MASONRY WALL DETAIL @ INTERIOR BEARING " 3 (TYPICAL) WOOD TRUSS SCALE: 1 /2" = V-0" COMMON BM. ATTAC H M E N T 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=1'-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT ALE: 1/ " = 1'-0" SCALE: 1 /2"=V-0" VARIES r r 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 2x4 #2 SPF BRACING @ 4" O.C. INFO. 2x BLOCKING BETWEEN EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ 16" O.C. W/ (4) 12d �/}—— COMMON TRUSSES. ATTACHED PER (2) TOENAILS TO TOP —�`— �►�— SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END 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 GABL 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. TRUSS LOW ROOFNVALL N VERTIVAL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD ROOF SLOPE USP LSTA30 OR USP MTW12 TO BLOCKING y MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL y GIRDER BELOW @ 16 EACH COMMON OR TRUSS. 2X4 CONT. W/ 2 " ��RUSS/ FRAMING r r O MIN. 2x4 #2 SPF STUDS @ O.C.00TYP TOP & BOTTOM > "� SEE PLAN 16" O.C. W/ EXTERIOR �s 16d COMMONS NAILS EACH ► SHEATHING ATTACHED t STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3)12d TOENAILS TO a., HTA16 @ 4'-0" O.C. TO GABLE / PLYWOOD PLATE BELOW MASONRY WALL FLOORING TRUSS OR SEE PLAN FOR � � . TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM TRUSS @ 4-4-O.C. TO GABLE x MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE :� 16" O.C. MAX. 4' FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @ FLOOR MANUF. SPECS FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @v BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 17—:7 SCALE: 3/4"=1'-0" DETAILS & SECTIONS- (D'a Zo — Z o Z Q a cn �..J w U — 0 w N = o o � N � m U LL ~ CN 0 cn CD MM = a; W N U O ON w ILL OD Nam Lr a 00) v70v B T--, X� � `� �\r�`ttt�t1ti61! t7 -0 �o c N •.. Sv • Z o .ate, •�, wS 4 �1:3Cj� LL IN •�Z ��F E S `S 1 \\� To the best of the Engineer's knowledge, mation, 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. 11 LO Z N 0�N rn > U0 O M Q U-) (D L' HN U fl. � cC U Q 00 a E ... Z M WJoy 9.0 'tt J oZ zaa z� f 1CQ�z8,o z W R zz J LL W z W N F ® ZZ 7" 1 O xo 0 M LU In 3 0 r CJ) ctS 8 o ^ Cr) J_ Q W o a�� J H �g98 N LJJao?z Q N ���o Ego: Z LU N N InLU ofs ��� J Q 6i Z r l,_ Z U LLI $Lu moo M Z �j aZ � z iln o g W a Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET N0. D1 I I II!I I. WEATHER RESISITIVE BARRIER ^' ^ "^ WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 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 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING 4PER I,TH HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive RIM JOIST 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 1 1 AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head BE USED. flashing and seal with tape 2 2 2 O SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING � im FLANGED WINDOW I EXTERIOR DOOR WITH DECK - SECTION A I CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING -i DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) 1 0 SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM B" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH iHERED FLASHING 151 2 4 MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING ­7 T SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) rez a NO 0AN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST yiy' OUTSIDE CORNER ' • 0 0 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 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as )in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer 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 7/8" Cement Plaster in accordance with ASTMC926 NOT USED N NOT USED � � \ I / �1 WEEPSCALE: DETAIL M 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 Z � - o zco z Q J rL U, Z W 4--J Lu � 0 'U LU r=- o v, M oo �mr U LU U W - U 0)M C M M 16 C P9 N 00c, = a°�i UW � 00 Nao X Q rn In O "t V0 o A ' N C B D C � N N N o m O n o C'V Z C `WW` M N r` Z W4WIr m °c C LJL Z J W yLL'N•a qi M W W��o CL LI.I a. ZVQQ. S 3z E m m 2 ILZ a a M � N Q _J C1 41 O 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I! O O Z N O I� > (J) M O MLLnn QLn L_ LL Ln 0i 170 V CL 00 Z Q ­ Z § Z ra J � W J 50 Z Lu Z C 480 0f �Z C/) � � J " rl J m�® �. O Z Z o T LU XZ O T M LL 0 4 0 _M IY M w �!E w o �: H gQZo XOWo o� Z N w O Z J U.J C G $~$wc�. "aa cn Q Z ~~ Z z z Z y ji 2 m I U.1 a z w SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. W P USP Stock No. A3 USP Connectors Florida Statewide Product Approval No FL17244.1 EvilLiation Report Basis ESR-3455 S1111pson Stock No A23 Cross RJervn-, Florida Statewide PrOdLiCt Approval No FL10446.2 Evaluation Report Basis 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 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232A 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 FL11473.5 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 FL10456.22 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 H7W30 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 FL10665.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL77232.8 ESR3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-W5 LUS26 FL1065.5.111 ESR-2549 JUS24 FL17232.11 ESR-W5 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-W5 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-W5 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 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 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.6 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 FL10446.16 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 ESR3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR3455 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 MTW 16 FL7 7244.8 ESR3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-W5 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR3447 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 1-110 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 ESR3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR3448 H5 FL10456.15 ESR-2613 RT3A FL77236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR3448 SP2 FL10456.42 ESR-2613 RTBA FL17236.11 ESR3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-W5 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 ESR3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR3446 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR3445 HGUS414 FL11468.10 SIM200604 THD28-2 FL17232.17 ESR3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 171-17232.17 ESR3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR3445 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 913-72, 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 +55.01-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.01-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 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 +40.01-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.01-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.01-50.0 psf C. FIXED General Aluminum Company Series 15MI1570 FL15278.4 - FL15278.5 +40.01-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.01-50.0 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 FL75272.1 - 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 Underiayment 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 WA 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 FLl1383.1 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 folkrwing 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 ^W W C- Cn Cn FU (D W L 2 i� CU O Q Cn O 2 O O Q� 3: C 0 M E 0 .0 Cn CD p 0- -E � 0 � Ca. I - . Q . - C Q a Z Z W J f0 CD Z Cn O > L Cl 0 0- Q � U O < L CL (1) U m I- O L L W � � z J z J a SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/M017 FL#15225-R3 Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/282015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767 6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbklgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quota and &quota Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 121312021 No Yes No WA Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/B and 8/0 Opaque and Glazed Steel Door with 12/312021 No Yes No N/A Series&quot; and &quot;Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 22" Entity or jypg verslo Manufacturer Contact Enaineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Subcategory-. Sectional Exterior Door Assemblies nlwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 d 1 lrerzon JOSS Date Date Pending 30 Validated Submitted FBC Approval Approved Status Gary Pfuehler 06/122015 03/192015 06212015 Quality Assurance Approved for Use Approved for Use Impact Design Se # Product Model. Number or Name Product Description Cont Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan Orin. 25 ga.) Single -Car (up to 9'0" wide) 0521/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GRSS, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" 05212028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/212028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97to 16'2" 05212028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174, W5Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/9r2017 FL#15288-R2 2292 Entity or )ram 21113 Date Pending 2da Iypg Versio Manufacturer Contact Engineer &License Validated BY Validated Submitted FBCAooroval Approved Status Affirmation 2014 MI Windows and Doors Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE 04/302015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitiinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Sea # Product Model. Number or Name Product Description Quality Assurance Contract ExiAmbon Approved for Use Approved Date in HVHZ for Use Outside HVHZ Im pact Resistant Design Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12612017 No Yes No WA 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER FL#13192-R4 Code Type Versio Manufacturer Revision 2014 James Hardie Building Products, Inc. Category: Panel Walls Subcategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192-R4 Products Sea # Product Model. Number or Name 1 Cemplank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Pingsheng Zhu Ronald I. Ogawa (909)349-2927 PE-24121 pi ngsheng.zh u@jameshar die.00m Product Description fiber -cement lap siding fiber -cement lap siding Validated By John Southard, P.E. (352) 367-2526 Page 1 d 2 1/9/2017 Data Date Date Pending Date Droval Approved Status Validated Submitted FBC AD 08262015 0&172015 09/07/2015 10/162015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/012018 Yes Yes WA NIA 01/01/2018 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 VW2017 FL#15000-R2 54d4 Entity or Q& pant Date Pend Ina j1�g Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Aimroyal Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. &quoY,Fiber-Classic&quot; or &quot;Smooth-Star&quota 68#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 121312018 Yes Yes No N/A Door with &amp; without Sidelita(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) FL#11537-R6 9292 Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior doors Subcategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL211537-116 Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity r Nelson Kraschel UL LLC (641) 423-1334 nelson.kraschel@doorgro up.com Product Description Flush, Glazed, and Lowered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/10/2017 Data Dt Date Pend Ina Date Validated Submitted FBC Approval Approved Status 0721/2015 0721/2015 07/272015 Approved Quality Assurance Approved for Use Approved for Use Impact Pesign Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#'15278-R4 Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/012015 08/312015 09/052015 10/162015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Fixed bsittinger@mrvvd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15278-R4 Professional Engineer Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN FL#15272-R1 9299 Iypg Versio Manufacturer Revision 2014 Alside Category: Panel Walls Subcategory: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#i52T2-R1 Products # Product Model. Number or Name 11 a. 8quot;2T&quota Soffit 2 b. &quot;AllianceT4&quota Soffit Quality Assurance Contract Expiration Date Aimroyed for Use HVHZ Approved for Use Outside HVHZ Impact Design 12/31/2017 in No Yes Resistant No Pressure N/A 12/312017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 121312017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9R017 Date Pend Ina EnSltics.[ � Date� Contact Engineer & License Validated By BC Approval Ord Validated Submitted F Appved Status Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/232015 02/192015 03/012015 04/152015 Approved (330) 922-2389 PE-43409 (813) 767-6555 nthompson@alside. oom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA Vent or Solid Vinyl Soffit 12/312018 No Yes No N/A FL#15332-R3 Products Sea # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD Ffl #15217-R4 Code Iyp_ Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code I= Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sea # Product Motlel. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code Iypg Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertalnTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quct; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quot; Page 1 of 2 1/9rz017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312017 No Yes No N/A 12/312017 No Yes No N/A 121312017 No Yes No N/A 1213112017 No Yes No WA 12/312017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Brent Sibinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@miwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44XB4 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/9rz017 292 Date Pend Ina )Date Validated Submitted FBC Approval Aaoroved Status 06/302015 0625/2015 07/062015 Oall92015 Approved Quality Assurance Approved for Use Approved for Use Im pact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312017 No Yes No N/A 12/312017 No Yes No N/A 12/312017 No Yes No N/A 12/31/2017 No Yes No N/A 121312017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitiinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiinger@miwd.com Product Description 1445. 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/90017 J t�siS Date Pend Ina Da Validated Submitted FBC Aaorovai Approved Status 06292015 06/19/2015 07/052015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/912017 Product Approval Application Detail Entity or 20 20 Date Pending Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mark Hamer Robert Nieminen John W. Knezevich, PE 12/142016 12/08/2016 12/15QW6 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 markd. hamer@saint-gob ain.00m Duct Descriction Contract Quality Date Approved for Use Approved for Use Imp�j Design In HVHZ Outside HVHZ Resistant Priam er 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt rod shingles -&--a CD N C N _ Q N U N 2 O la)ED- t= CU O 'p n- .� � � 0 cc Fn 0 0 �L - c O CUC p > .� -0 C p CU O .� ��/�/��► VJ Z Z W J ■ t_ co (D ■ r�n V 0 O l� CL U c O 2:% MCU CU V V Ill W Z Z Q J a. SHEET NO. PA 1.1 - — ❑ 1 I 1 __ — - I — r _ I n . ,r, , 1. " ■ r 1u n _ FL#12326-R7 Products Aron Product Model. Number or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL FL#2075-t7 220 It(pe Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Aga Product Model. Number or Name 1 RV10 FL#r849-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / MonierLdetile Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#/649-R9 Products S # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 CountrySlate Shake & m ; Slate 15 Saxony 9W - Country Slate, Shake, Slate &amp; Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 IM Va220rsio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products zOSf Product Model, Numberor Name 1 0.050&quot; Aluminum Storm Panel 2 &quot;Safety Edge&quot Storrs Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A FL # 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use in HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail FntlhLZ 20 211 Date Pendina 20 Contact Enalneer & License Validated By Validated emitted, FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 0227/2015 02/27/2015 03/09/2015 Approved (904)783-8400 (786)315-2590 cladomflamoo.com Quality Assurance Approved for Use Aooroved for Use Impact Design product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enalneer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thornasjemrneft@boraI.co m Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/92017 Data Data Date Pendina Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09202015 Approved Quality Assurance Aooroved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/312018 No Yes N/A WA 1 12018 Z/3 N 0 Yes N/A N/A 12/31/2018 No Yes WA N/A 12/312018 No Yes N/A N/A 12/312018 No Yes N/A N/A 12/312018 No Yes WA N/A 12/312018 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 Date Pendina 2� Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved stati$ Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04129=15 0428=15 05/042015 06222015 Approved (954)493.8551 PE-0046549 P.E. tomj@tc-alum.=n (305) 510-8531 Product Description 0.050&quot Aluminum Storm Panel with Optional Clear Panels &quot;Safety Edge&quot Storm Panels, 28ga (0.018&quot&quot) Steel, 0.022&quot; Alum (Pert and Non -Pert), Clear Polycarb (Full and Half) 24ga (0.0232&quot) Steel Storm Panel with Optional Clear Panels .050&quot Aluminum Non -Porous Hinged Storm Panel Quality Assurance Aooroved for Use Approved for Use impact Design Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure 121312018 No Yes Yes WA 121312018 No Yes Yes +54/-54 121312018 No Yes Yes +1001-100 12/312018 Yes Yes Yes N/A FL#21675-RO 9992 jugs Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21673-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 S'c20 1Y8e Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-111 Products Sea # Product Model. Number or Name 1 Deck -Air- DA-4 2 OmniRidge&#174; PRO Vent PRO4-N FL#15076-R3 Code I= y2l Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products 22a Product Model. Number or Name 1 20 Gage Galvanized Steel Storm PanelsfHVHZ 2 24 Gage Galvanized Seel Storm Panels/NHVHZ FLX15076-R4 Iypg VDerseio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Stomp Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FLif5076-R4 Professional Engineer Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Seel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO 1Y8e Versio Manufacturer New 2014 All American Shutters and Glass Category-, Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17868-RO Products Sea # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/62017 Entity or 2etht net$ Date Pendina 202 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use IMD8Ct Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Be$1sjnt jPressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes WA N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or M Date Date Pendina 20 Contact Enalneer & License Validated By Validated Submitted FBC Approval Aepi4Yed I�tus Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved (501) 982.6511 PE-31242 (717) 317-8454 acarter@lomanco.com Product Description Quality Assurance Approved for Use Approved for Use Contract Expiration Date in HVHZ Outside HVHZ Impact Besistant Design Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/102019 No Yes No +WA/-185 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2eSe 20 Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Staves Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE O5/062015 04242015 05/112015 06232015 Approved (954) 689-7545 PE-44167 (954) 772-8224 tim. robinson@gppent.com Quality Assurance Approved for Use Approved for Use impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Bent Pregsutg Corrugated Galvanized Steel Storm Panels retained 12/312017 Yes Yes Yes WA or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/312017 No Yes Yes WA or not by tracks to provide hurricane protection. Entity or 20 20 Date Pendina Contact Engineer & License Validated By Validated Submitted FBC Approval Appmygd, Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12212016 12212016 Validated (954) 689-7545 PE-44187 (954) 772-8224 tim. robi nson@gppent. com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/312017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Seel Storm Panels retained 12/312017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1N/2017 Entity or 20 2etp Date Pendina Dale Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 079=15 07/102015 08/182015 Approved (561) 712-9882 PE-0048549 (954) 394-8521 mikeb@ allamericanshutte rs.com Quality Assurance Approved for Use Approved for Use IIIIDaCt Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#5219-R3 Code Entity or Data 20 Date Pending 20 I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved �g Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Seven M. Urich, PE O5/01/2015 04/29/2015 05/10/2015 06Y23/2015 Approved Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#5219-R3 Products Professional Engineer Sea # Product Model. Number or Name Product Descrigtion Quality Assurance Approved for Use Approved Contract Expiration Date in HVHZ Outside for Use HVHZ Impact Design Resistant Pressuree 1 1- &quotFlet Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Seel, Nominal 4&#39;, 6&#39;, 12/3112019 No Yes No N/A 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Seel, Nominal 4&#39, 6&#39;, 12/31/2019 No Yes No N/A Tiie&quot,, 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot; 8&#39;, or 10&#W, Wide Off Ridge Vent Attached to Wood Deck FL#1658"'! Code I= Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category. Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#'16588-R7 Products IN # Product Model. Number or Name 1 0&#39;Hagin&#39,s Cloaked Vent Tile FI.91508"'! 2292 1YBe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R7 Products ,HI,@ Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Code Iypg Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a FL#1999-R5 Products Product Evaluation Entity Sao # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or 20 20 Date Pendina Contact Eno ineer& License Validated By Validated Submitted FBC Approval Approved awes Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25=15 Approved (707) 872.36M (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04/042018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or D;ttp 20 Date Pendina Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved atus Tim Robinson Walter A Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04242015 05/032015 0623/2015 Approved (954) 689-7545 PE-44167 (954) 772-8224 tim. robirson@gppentcom Quality Assurance Approved for Use Approved for Use Design Product Description Contract Expiration Date in HVHZ Outside HVHZ $g�t Pressure Coated Polyethylene Fabric Panels retained by tracks 1213112017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1WO17 Entity or 20 20 Date Pendina 2ete Contact Enaineer & License Validated By Validated Submitted FBC Approval Aooroved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 0325/2015 03/20/2015 03/292015 Approved (847) 918.6473 (407) 681-1917 slevAs@alpineitw.com Quality Assurance Aooroved for Use Approved for Use Im pact Design Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes WA WA Metal Connector Plate 12/31/2020 Yes Yes WA N/A Metal Connector Plate 121312020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A ^W W Cn Cu }.r CD O 0 CD Q- .CMcn U C CD (a cu Igq 0 C 0a. O = C� O .0 p j_ _C � O .- ''�^^ vJ Q Q Q Z Z W J r JL_ rlx it FL#2197-R5 Ij(pg Versio Manufacturer Revision 2014 MTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197 R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mll 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 2992 I= Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubcategoryEngineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Seu # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 20 20 Date Pend Ina jam, Contact Engineer & License yalidatedBv Validated Submitted FBC Approval gggroy$g Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/302015 0&11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599.9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/3112017 Yes Yes N/A N/A 20 ga. truss connector plate 12131/2017 Yes Yes WA N/A 20 ga. high strength truss connector plate 12/312017 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 1202 Date Pending 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/122015 07/302015 Approved (253) 924-4084 (608) 839-1344 jim. anderson2@weyerhae user.com Product Description Quality Assurance Contract Expiration Date Approved for Use in HVHZ Approved for Use Outside HVHZ Impact Resistant Design Pressure Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 031312017 No Yes N/A WA Prefabricated Wood I -joist 03/312017 No Yes N/A WA Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774-R4 2"1 Entity or T_ Versio Manufacturer Contact Engineer & License Revision 2014 Commercial Concrete Products,inc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659-3707 PE-60122 Subcategory: Products Introduced as a Result of precastgator@yahoo.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products EMU Product Model. Number or Name Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352)588-5311 Page 1 of 1 1WO17 Q* j Date Pending j& Validated Submitted FBC Approval Approved 07/032015 0 242015 08/202015 08282015 Approved Quality Assurance Approved for Use Approved for Use Impact jDesign Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes WA N/A FL#1644-R4 2292 Tvoe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FLIU27-RG jygg Verslo Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity F1.06527-116 Products Sea # Product Model, Number or Name 1 iLevel Rim Board 2 Microliam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code jygg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory. Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products 229Lffi Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 220 Iyp$ Verelo Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Sea # Product Model. Number or Name 1 PSbox8LT, PSbox&T(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or IDS 20 Date Pending jig Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 8XO200 Wood Association roberttaylor@bc.com (253) 820-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/0112035 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 20 Date Pend Ina 20 contact Engineer & License Validated By Validated Submitted FBC Approval Approved itss Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/062015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2r@vmyerhae user.com QualityAssurance Approved for Use Approved for Use lmoact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ ResiataM Pressure Structural Composite Lumber or Oriented Strand 03131/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/3112017 No Yes N/A N/A Parallel Strand Lumber 03/3l/2017 No Yes WA N/A Laminated Strand Lumber 03/312017 No Yes N/A N/A Entity or M j& Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 1025/2016 11/05/2016 Approved (253) 9244084 (608) 839-1344 ji m.anderson2@weyerhae user.com r Laminated Veneer Lumber 03/312017 No Yes N/A N/A Parallel Strand Lumber 03/312017 No Yes N/A N/A Laminated Strand Lumber 03/312017 No Yes WA N/A Structural Composite Lumber or Oriented Strand 03/312017 No Yes WA N/A board Rim Board Oriented Strand Board Rim Board 03/312017 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License William powers Steven W. Schaub (602) 437-1160 PE-60509 bill@powerssteel.00m Product Description Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92017 20 jig Date Pend Ina 20 Validated Submitted FBC Approval Ariprovitid statues 03262015 03232015 03/302015 06232015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Exolration Date Outside HVHZ In HVHZ Resistant Pressure 01272017 No Yes N/A N/A FUN645-R4 I= V2o Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model, Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or j = 20 Date Pend Ina 12WA Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0-" Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15 -R7 2292 I= Yersio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Crag Perrino Category: Structural Components (813) 621-4641 Subcategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#156-R7 Products Page 1 of 1 1/92017 Entity or 20 1 Date Pend Ina 20 Engineer & License Validated By Validated Submitted FBC Approval Approved Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/182015 Approved (786) 315-2590 Seg# Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels FL#15M8 Code Iygg Versio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Crag Perrin Category. Structural Components (813) 621 A841 Subcategory: Products Introduced as a Result of cparrino@xastcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 05/21/2016 Yes Yes WA WA Entity or 20 ), Date Pend Ina 20 Engineer & License Validated By Validated Submitted FBC Approval eggroved Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04292016 05/062016 Approved (786) 315-2590 AW Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch Wide lintels Quality Assurance Approved for Use Approved for Use Ilnoaet Design Contract Expiration Date In HVHZ Outside HVHZ Resistant pressure 05212017 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-R4 Code Entity o Versic Manufacturer Contact Engineer & License Validated By Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. Category: Structural Components (802) 437-1160 PE-60509 GREENBERG, RE, Subcategory: Products Introduced as a Result of bill@powerssteel.eom (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Page 1 of 1 1/92017 2WA 20 Date Pend Ina 20 Validated Submitted FBC Approval Approved Status 03/26=15 03232015 03/302015 06/222015 Approved Quality Assurance Approved for Use Approved for Use ea # Resi�Resistant Design Pressure SProduct Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ 1 PowerBOX8 Lintals Powers Steel Lintels are field assembled consisting 011012017 No Yes NIA N/A of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. .F� O .tea O Q CU O -p IZL .� U to C CQ 0 CU N o � Q o ai 0 _O U_ %,I.- CU ��_ O > O N cn >` O N �^� Q .0 VJ Q Q z z W J ■ art O U U) OICU O L CL i—a U c O �Italli L U) M� W V Q V m wCL z J z J D_ SHEET NO. PA 13. sero�s�il� u;;lk� -11 0 1•