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HomeMy WebLinkAbout3003 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed SS RETROFIT DETAILS AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle _ ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator — D1 SECTIONS & DETAILS BC Base Cabinet FT or Ft. Foot/Feet REINF Reinforcing WP WATERPROOFING DETAILS BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RM or Rm. Room PA1.0 PRODUCT APPROVAL NUMBERS BILK or BILK Block GALVor Galy. Galvanized RIND or Rnd. Round PA1.1 PRODUCT APPROVAL NUMBERS BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening — — — — BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf — PA1.2 PRODUCT APPROVAL NUMBERS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector ------------- BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves — C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CJ r /J Circle HH or H.H. Hand Held (plumbing faucet) SL or Side Lights rLF- 0 FE7: 11 F=7 D CI or Ci Control Joint HH or Horizontal SPECS S.L.L. SPECS. Specifications CLG or Cig. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or or Sqq . Square COL or Col. Column INT or Int. Interior STO Storage D El Fp El 1= COMM or Comm. Community Kor KlWall Knee SW S.W. Shear Wall COMP or Comp. Compressor KSS or or K.S.K.Knee Space SYP or or S.Y.P. Southern Yellow Pine F=7 IEII CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar 77777 CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered LA❑ p p 7=1 p ❑ CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken El D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MIN or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam ALI WORK SHALL COMPLY WITH PREVAILING DIN or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior CO 3ES FL0i7,:0A BUILDING GODE, EA or Ea. Each OPT or Opt. Optional W or w Washer NA ONAL ELECTR!C' CODE, ELEC or Elec. Electrical PC Pull Chain W/ or w/ With AN THE CITY O;y." 44-PHYRH LL ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood REVIEW �� a EXP or Exp. Expansion PL or P.L.Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater CITY OF ZEPHYRH IL FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet PLAN EXA FDN or Fdn. Foundation PLT HT or Pit. Ht Plate Height WM or W.M. Wall Mounted (plumbing future) FG fiberglass (Shower Pan) PSF Pounds. per square foot WP Water Proofing) MEAN ROOF 15 FT. HIGH TYPICAL FIN Finished PT or P.T. Pressure Treated WS Water Softener FOR SINGLE STORY HOMES FIN FLR or FF or Fin. Ar. Finished Floor PW or P.W. Pre -wire VW Welded Wre Fabric (Mesh) PLAN REVISIONS MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES DATE VERSION DESCRIPTION THIS DRAWING AND DESIGN IS VALID 08-20-15 1.0 NEW BASE PLAN FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 12-8-15 2.0 ADDED VAULT. CLG . CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 12-28-17 3.0 2017 FBC UPDATES SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-2 7-19 4.1 ENG. REVIEW FOR 150—C MPH Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to 09-20-19 4.2 ADD 8'-8" ELEV . FOR T R EV E STA the commencement of any work. The Designer/ neare 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. Zug Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, 1 941 vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. S E �:GV V� , 4r ,'t`�Pa!f f 1►1141614z����°� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. @i Fp00 Q U N N it p p p p r (M N p J 0N0 LL. 7-,J uL - a ,n CM I Q P Z-0 W t a u, 0 zW rn o _ �00 OMO W2 A.o o c° m N Q M ZZIL U 0 Z V ❑❑❑ W N Q co o vz � N t/1 o CZ V) 0 W fl' � n U -LL1 U W = r— e o I I, = d U ) m c `� ID ¢ o ° — 0 o W MNa M o Z Z c6E Ow? z o0 ?o z® oa S XU 00 O E N r0 O �¢o ww L ¢ ttw m 0 =3 _ ME U N o, Z _I m a Q W Z to C1. 02 � o z �w U its `_& o d= �� ' H �o lllllllllll� O zla a� 3 �N'. J L � m m ^' W m 0 . — T- L.L Q'- C O ... c d. r d' >' N J r CD 0 0 ai m M r r iii M o Z Z E 0 E ai f° ac0 ¢ cc JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. C S c 9A€t6dRB/gr�' 9 'i ^ o y'� r v zfi`'j® + Ii � .. At r C n to 4 to To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 H Q W o r�p O V V N N 3! cc)p O co C% J N N C n allo LL v ® d M [ N # W a c/) 'j (M W y (v mLL aCL v�� 0 M O m aD0 Of 0 0 m� W W '30) mo�� J o a ;r C) z U 0 J 0LL z ° 0 ❑DD W N z o ¢N¢ p Q z Q V — J f7 d N C'I Z a c v �N � — V LU Y W n a 0 N W r 0:� o o tlK � U 0° rn W c N E — o g f i _� _ Z in, Q Y O CD J w M o3 Z � Q. E O Ezo zo o¢ o w Z. >o �o z® Q. o �U O GOCV �orwp Z w @ C =3Q% _ � 0Y U hm Mo OLL Z z to J CI)3 a ° W Qz20 z o g Q 3 oa LL a mw o, 3 O a 0 O a O C04 ns ^ 1 W > _O Q � o 0 O m co o 0')N r-- � = O 0 � �O o r ai ' T c'7 \ �' M o z Z E O MCCm a v ¢ o 1°; JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 1 3 m rn c v v 0 0 N I O m rn c v x 0 co O J N I N c v moo+ c 3 Q N N v d E F2 c� C 0 v c J a U 0 U U N 0 0 0 U J v LZ N N v 0 0 a O 0 v 0 m 0 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET o0 -1 O~ O~ lot�Q �Q CO CV MCV C'M"t M I co KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER — C) CV FIN. FLR. KITCHEN I 0 M 0 CV 0 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS RODS Z SINGLE TOWEL BAR IN aJ ROD TUB OR SHWR. ` TOWEL BAR a ON BATHROOM WALL _ SHWR. o 0 VALVES w o 00 = t CO SOAP - O 00 o DISH U LO 0 LOt 0 _ t M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN MIRROR 0 60 0 M OWNER'S BATH C:�fmw O M R. INTERIOR ELEVATIONS 42" H UPPER CABINETS --� 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS =0 OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 t 00 LO a CD r a - - O 2x >- LO o0 FRAMING C'M Gfl 1 /2" GYP �? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - rl(V 1 '-2" 0 0 r CM CV ISLAND COUNTER III O N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_I SCALE: yr=r-o" FfJ��t� ,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E c00 0 00 V E N (O prp O N CD CDM f0 J J J W �LL� LLu- N vi i� awy Q �Ca Z Urn C),O uy o C Om mo W caa�co W g E T rn a o a z NU IL 0) 2 0 x 0 o) QrNiz UO J Z 6U ❑❑❑ N z o 0 0 iz- z a J M d N z to = o � � LLJ 0 � a W N N � O V) {IM C.) m w rn WIN_ cg I :� U o Q � o • o M W M M �Z O S z Q U- @E zo �oQ � yo g- E OV a� za 00 �_ O E 0 OQ a o O< r Z N ¢o wW (0 Cn - 0 U y O 0, z C%� J Cl) 3 Q W Z a 02 az OW U wLL �< _ - az 21 O to w¢ ;0 a 0003 �h z¢ �N. J L � m O ■> r- x > Q C ►- o 0 O a_ m � a �. o qzT N O I r O o -- E ca w M � T vi M o Z z E O U E ai ILU Q p JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 2 12 5� 3 TAB SHINGLES. ROOF — — -'-- — - INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ---_ ��— -- --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- El F71li E nor 0 FE-] 1=7 D EI F] IF-77 14'-0" RIDGE VENT 12 5� �—+3" SMOOTH TEXTURED BAND 8"x8" SMOOTH TEXTURES CORBELS 12 5 1 " x 9" SMOOTH TEXTURED FREEZE BAND HEEL — — T.O.M. — — HDR HGT. FRONT ELEVATION - B1 SCALE: 1 /4"= V-0" W M 12 1" x 9" SMOOTH �5 TEXTURED T-0" RIDGE VENT FREEZE AND — — — 12 12 5r �5 1 TEXTUREOSOTH CORBELS - — — 3 TAB SHINGLES. ROOF _ INSTALLED AS PER MANUF. SPECIFICATIONS — -- � � T.O.M. 1'-0" HDR HGT. -------- — —--------------------------------------------------------------------------------------------------------------- —-------------- — -- 1'-0" 10 2'-0" TEXTURED - o CEMENTICIOUS TEXTURED °O 00 FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) F.FL. - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1_ General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. VWN _ mot° ,I( OF • r IL � 2 F Z�`✓c� OFESmovl \r � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 8 00 00 Q _ E 0 0 6 p) N U o^p N (o # M Nn y#- 64 W 0 y yMc�•O �LJL -) # W LL LL d H Q (N N '') cLU LL a) W (n a a 0Wf-13Z UOf@ W a) C) .« C N (p Oo M C"J W ILC 'ro0 rn m 2IL � Z a04 N ¢ 0 go O U H J Z ° < ❑❑❑ W M (- o z CD O _ Z O Q v J M d N W(A ^' M z2 U 2 (V , e i O Q •O N /r�� W H C o = aus Rigr- U m w or m 0 8 1�... V U oo as • Q o co w M -0 o z Q w E z0 zo 14 CL °v " Q. Z® o� co I- t0 R o O F Do O o Q ZN O u, t z ¢o <o az rz • rp Vi C:or z U y0 � mo o' Z 1z Z(Q o< Zq z O U Q p wLL J a ww _ ot >° NJo CD tl' w� za a to: �N 0 = ` J ui W m O ■ — T_ > T Q C 0 r1 0 n Co = O T N t— I O 0 rCi� C�/:) Q co r N T t0 c T � O M 7 7—i6 ceM ) Z E Q mc a U � Q p JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 1122 3 TAB SHINGLES. ROOF 5 V� INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 0 bo ao F.FL. 0" 6-0" 12 5� T-0" RIDGE VENT OVERHANG BE CENTERI ON DOOR 12 5� RIDGE VENT 12 �5 i REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1/4rr=V-0rr T.O.M. HDR HGT. 0 co 00 Z4 F. FL. 12 �5 RIGHT ELEVATION - B1 : 1/4rr=1 r-Orr 2'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. IY e�`�\�p�\.��11�1119lltllfr'ildfF •� < J �'• F L0 0 1 O' `4 E S S To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N "0 Q 3 O O O O) N tD (O N ow J 0 o N (V 10 -(,a oo LL J (ii tiJ 7 LJL N U) {y LL LL n. Q Z U M >�LL �U)rn ill rn as WW m o 0Z ct m O m W W m o m ME°'O' m <oa Z N Q M Z J V 0IL Z ° (3❑O❑ W (D N O � rygO Z Vo Q z d N N M Z � (D o Q) M_ C) d OW to N G � � U m Lij o8 I _ �. U i; N • o w c�M co 2 o S z Q LL c6 E E u zO � N _® O a C6O X U UO U [OE O L az ¢ o ¢ � Q az r w ro 'Qi o o Y U m O O' Z J 3 m'<w �z g° Q o a z 3 C—)� <o <I oLL s =� 0, � oa a o3 0 CV I ^L1 W cc .! O CD Q L O m H i T O OCq _J O o LO r JL0 m E m w T 00 \ C'M o Z Z C Ecc E C J Q 0 J JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 3.2 N N r� 5 CL 0 0 M 0 w O 2 m 2° 1" iv M N 2" iv ao = 1• VARI ES *NOTE: FOAM TO BE USED ONLY WHEN h REQUIRED BY COMM SPECS. IF NOT, � DETAIL TO BE 1" 2" OPENING VARIES 2" *--h BUILT W/ STUCCO. EDGE OF OPENING 1'-10" — - rIN r` `� 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-54 Mla 1/2" RADIUS ill-4" VARIES VARIES M `r �;� SIN CAP 1" 1" 1. 10 = 0 (� 1 22„ 2 VARIES ' VARIES _ SIN ill 1'-4" 1 „ 1, 1 0 1 1 1/2" RADIUS 4" 3�� 34' 4 -� T 1" 1" " 4" 42 r>NI� - SIN CQ 2 VARIES 12" 32' 11" 32' 1" 2 1/2" RADIUS BASE in :- N BASE a , • TN 4" 12 *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2' � ( _ �N ,�� 1" V-4" 1" f 1-1f2" THICK 1-1/2" THICK s 0 N 4" 10" �M IV i..0 iN ,-Mv r 01) 10.1 6„ 751 a„ 1 2 N 2" 4" 3„ 6 2" 2" nt L d L Q r 24' 1-1/2" THICK 2„ =1d r 2 -4' , 52 1'-5" 52 00 a" 1" i" 12 O 4 VARIES VARIES ill W Q TM r 22" • VARIES VARIES 4" 8" r--------- 04 i1. N (O j (D Rs 2 1 „ 32 �1 �1. Q^ 1, 1n _ 4 �.��' T KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING 4" NE F11 00 OPTIONAL 3 a TKEYST' 3" " WINDOW OPENING 4" 4' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" N N - L��42 2 VARIES 2" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 14' 1'-64" 14' 12' 54" 2 1 1'-12' S a" 1'-4" 00 1 I} 3'-8" 4" T-0" 4" 10" 1'4" 101, = 0 iD N ' I N N FV 1 1 0 = CO N T N 00 O I M M r 1 ' 1 Rro-- c- 2 1"` -r-) GENERAL NOTES: o 10 6 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH I C14 0 N CO 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H LU E op Q oo O d' N _N 00 MNN� �NLL ML) l 7 LL LL Cl 13ado N N M (0 W to z -a 0 WSO 0° W W m O 04 1-- (O MET;; m Boa IL N Q co z U 0 J z 0� ❑o❑ N O � o o Z Nn, c fry o W J ti 1� y o ® Q G)0 N N w �° 0-_ o � m w rn o-- 2 E O 8 r :, `t m m r, Q w M M 0 e J U- Q E o w o ao w Z < o �� =® O a I� ru ;!000 O Q U O < N ra �o ¢p �Z x � ro U ) C - zz Q y � mo mo o O LL Z ¢w !m 0 w 5 ° °Zj g jCC, 2 F r w l � �- } 0x (� to eT za a o3 CV J > d' L � rn m n� W co O .= 0 N > �.� L- O nQ L.L O mcc W d' ■�_ �' N T rIi ////1) O ■ y ti / (r) r CV)`a O CID z 0w Q a E U J a3 Q CIO � c J JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. F 1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 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 2014 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' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FqT DUPLEX OUTLET ABOVE COUNTER [@.WP WEATHERPROOF DUPLEX OUTLET GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE POWER CO. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 N14 copper to lights & outlets NEMA 1 200 AMP 01 #12 copper to 20 amp clue #10.2 copper to WH lk10-3 copper to Dryer METER MO/0 or 4/0 SER Alu 200 amp 150 amp Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. WP GFI DISC. H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE Unnn oeo eoE:nc ip EXHAUST FAN —db _Q I W.H. VERIFY LOCATION GFA I -----J ELECTRICAL PANEL "W"EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) III 1111111111111111j111111111111 1111111'" 111 17=11 111111 RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITH BUILDER �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0 THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL —� DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE:1/4"=V-0" 0 CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W , O "T V O O p 00 ��(0 N j N Rt o v Cc,O ) r C M N r- 0) t J 1 N * ao LL C N .�COM 7LL� J W a ♦» Q Z< u1 M rt Co i- -&_,o LL W to ' ir a a m00 toa)o W EO1Qt Boa ILZ N ° N Q M Z a oLn Z U H J ❑❑❑ W M c�- Z N O � O O QQN Z � Q Q M � N t/1 M Z a--+ f� •0 g u, g o Q w c� E E �N 0 C 00 m Rig�— T E O C o y c 4) ® 0 Q o sm o � w M CM mz o S Z Q J zo Q E o0 w z® O a I_ x0 0o 0 o N M ao wo <o �Q wW (� c) c - 0r �m m� oO 1 >z J ¢ro "z rn o� �z U d H a Aw U <o oz tik =3 �O o co v w� z< d °3 0 2N = L B n, W � 0 \ ./ Q Q > QL o ^ c T 0 J T :, LO .L Q O � r (0 CD ai z w T ` M o Z E E c d U _j Q 0 � JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 4 I I1 ATTIC VENTILATION CALCULATIONS - 131 JRB) 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 SO. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN - ELEV-B1 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 R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive 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 (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions 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. I Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT, Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. '•• AsC J �i7 U • U*- 7: SSE /01 flel't°1'!i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» W _ 8 Q CODO . N to o�p — C,# (� cam') N N N 0 `­ rn � NW u_ J LL N LL _ a L � N C',a. � C: U_ 13 13 W a a � zo — fZ 0: m m CJ = E°'m Boa Z < N 0 NQcoZ LLW Q O U H Z d ❑❑❑ W M ZN O C CO NNQ Z n Q z � o a M Z v U)L,J c ^. _ W ' � _ � cd Y LU W n 0 .O o a — T L.0 r N ZS c �o N N qM Ca �- U M iW W aim 0 8 I =I� x $ to U 0 Cl)` tffil o ZM M u ¢ o 4 J LL Q E to 0 rz � N < z® oa (a V no X U UO 0 Z l7 E N a) a0 ¢0 ¢ro r Z a �� L Cn = o 0 1.0 .0 01 Z F Zto J >a W O a ° 0 Q W Z z g0 Q oaf aZ �Z 3 C:) 'O tD w� a 0 = 04 2 > L i m 0 c� O .! O m O m c .� MID !{. V o � •� J N O O T O T o E m r T iii M o Z z E O Cn m 0 ei U J Q = J JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 5 C c d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB 65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 5'-4" V-g" S_g" 5'-0" 5'-0" 5'-10" 3'-10' 6-0" 6'-0" 3'-10" 2'-10-s " 5'-11231, 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN 3'-0" e L A H.B+ U.N.O. P@ 1 STORY S3 .......... ............ .7 ........... ............... 7 b ...... 0 I I _ � "' r 16'-0" 2 g . 6' 10" . ' ..... I \ I 10.0 I ■ 1 /2" \ Q!l-3 I o - c0 I \ \ SINK / DISP I : • { I - `n `O I L S3 \� \ r-------- " o \ \ i D.W. j OO I I \ \ III ��� ; A S3 ,-Nn o \ \ I L - - - CHASE TO IS D ; ; : _=__ o I I I TYP @ 1 T - - - .- - - - 4-� PROVIDE 1 �" RECESS \ \ CJ L - - - - - _ - - - - - - J CJ OPT. T eJ CJ ; \�\ REF. I CJ I ■ STORY U.N.O. STEPS AS REQUIRED FORSGD.REFERTO :::'.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: : .'.'. TCONDITIONS .'.'.': ::.':: 10'-104" PER FIELD I MASON'S SLOPE FOR \ 1 LOW WALLS WIDTH \I� \ I '; ; ; ,'; ,', ; I ' • : . .. o �+ 4'-0" I \ 16'-10" 12'-10" T INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ \ r W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN \ \ I 11, TOP OF CONC.I PAVER T BE 4" ■ (2) #5 REBAR I HOOKED FTG. DOWELS 5" EMBED \ \ 0.0 BELOW FIN. FLR. 4'-0" 4-4- 4'-6" VERTICALS w/ in W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE 1 \ \ BASED ON I STEEL" SLOPE FILLED CELL PROVIDE \�6 ' \ LOCATION RECESS OR FRT. POOR M L v - I \\ I \� 2'-6"x2'-6"X1'-0" FTG I _4„ S3 o = \ 25'-10i278" \ � \ 9'-51 " W/ (3) #5 E.W. 28 5'-0" I LO 09 ■ I\ \\ . . . . . . ■ O \ \ T" (2) #5 REBAR7inl Nt O0 TYP @ 1 STORY S3T : \ I S3 CC U.N.O. S3 VERTICALS w ri AHU I I FILLED CELL <V 2'-6"x2'-6"X1'-0" FTG r _ W/ #5 E.W. �� 2'-6" x 2'-6" x 1' -0" W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS w/ in (3) �._ _ _.� -3 1/2" I S3 o I OPT. D PT, SL- "� FILLED CELL — 0 I 5'-3" 1'-10" 3'_6, I 0 I . ■ — CJ 'CJ — CJ 9 3-1/2" MIN 3000 PSI CONC. ' 2'-74' 7'-10" 1'-I': EDGE OF SLAB 2" T T SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY N 3-1/2" MIN 2500 PSI CONC u; S3 `n SLAB OVER 6 MIL VISQUEEN I M t_` I S3 I I I VAPOR BARRIER ' i2 35'4' 20'-6" ■ • BUILDER 0'-0" PROVIDETO I (2) #5 REBAR I APPLIANCE VERTICALS Win 4'-0" 12'-1" ' O PROTECTION FILLED CELL I 7. i W.H. WHEN REQUIRED ;;t- PER FBC _j' — — -- — -------� 60 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 5'- A S3 TYP @ 1 STORY U.N.O. 6-0" WING 5' H.B. 7'-1 151 FOUNDATION PLAN MONO - ELEV-Bl CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf. bars shall be cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C I P S B Fii<aE�,3;p� S-,,ti�2��i1 k Y.l l ' V " . r yi•' y i SE . J;" O -NT5 a r�O Uj �� L ?OFESS1O ON 0 I I I I I I I ON To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. eD W m 00 Aim 4, 1$ N n _ ,q C0 Oo 0 (3)c0 N J W0 M N Cq n N�� LL ai 7 2� LL LL d M M N S to aWa� 13Z ���,z�o 13 CM: a o 00 99 m o m W @ � W,4 � ¢ E rn a LL 0 a CN 0 l,— Z ° 0 ❑O❑ W N z o z J M d N r) t0 o �—J =�% Y L.0 o o c ,� Q) YZN o o ws � � U CO v w F- e E o g = `C m rn o� co J w co co z O Z d � U_ Q E E o Z. w� ZN Ze m <_ 00 ~CL o �g 0< a0 X, N @ w o Q W. W L (d C/ C - c Z G V 'O O� >Z ..o Q 01i gz d �w U ao oLL xr r3 O w =r (7 �O CDa wF zlaCO) = O 3 j N c� > O ■ca rr a� > o 0 � m co r ■ >' N J T d) � I O m ,— o O o Qj m .T. T M T M o z z E O E m FL U 0 cc Q 0 3 JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. /(18) 10dx1-1/2 HTT4 4215 5/8" ANCH. /(18) 10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5350 -- 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 10140 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** -- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 — 30 - 16d x 3 1/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 990 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 990 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 17 EMBED w/ USP CIA-7000C EPDXY V LGT2 2030 1750 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1550 1550 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)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 SHALL USE SIMPSON "SET' OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17-19 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS (A) OR 2 PLY ;ARRIER SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" ** * �A S E * e1 s �! G•}0 CCU Uj 4"� LIU O rF L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h Q 000 o to rpp O d' U N N 7# O p O T r toJ V M N # LL 0 : tea' LLJ w N 7 LL LL D N u? ,6 c" w vi > a d 0Z0 Z 13 CIL T. a)o_ � 0 0 cc 19 mom¢ 16W '@01-- �. O N O= 0 y NQ(MZ V 0 J Z �U ❑❑❑ W M � z N o � o N Z o Q v � N M 0 O v1 Y a U w V) Lv E o r— U 00 o> w � F— E m O 8all I� ... U o v Y 0Y sm o c J= w M z�o _r U- ce CC C z zo o� >N o Q E ® co t=� iU zp oaaa UO as O rr Q z O (1) n¢o Q ww rz L U:) C _ C 0 m oLL zr z a og 8� go a (� < <o o �w k O aLL =3 ¢ Oz a coNJ � za OUP 2 0 CN = L m cu O .! Cfl Q C 0 o = O r ° o • � �' 04 J T I O o OM ui ca \ T v; M o Z Z E Q w £ m c a U -1 Q p JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 7 O O 8F8-1 B/1 T O GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load �� ■ O Safe vertical load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS lill MEMO 8F20-OB/lT 81F441B/1T811`40 1B/1T 8RF40013/1T 81`321B/1T FORM & GROUT SOLID jr—o ' C W J U ° J5 BAR CONT. 8F12-1B/1T O VLINTEL DETAIL SCALE = N.T.S. 9 'ms IN F { O'EM00 0 0 — E F E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16— B/ 1 T a 10 tNOMINAL. QUANTITY OF T WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cT�si intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 IN. BAR AT TOP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL — G a d O O #5 REBAR AT TOP 2 ° G .M.U. LU A ° n MIN. (1) REQ'D ° 4 1-1/2" CLEAR Z_ ° o ° A M z d a GROUT ° ° O 4 n (o H tY Q C.M.U. a 5 REBAR AT = — w ° ° BOTTOM OF t- (0z W W 4 OF LINTEL CAVITY V U) Lu xp OTTOM _ o ¢ U REINFORCING ¢ < C7 v w — 7-5/8"ACTUAL PROVIDED IN z° tj F D D 8" NOMINAL WIDTH LINTEL a Ci 3 #5 REBAR AT BOTTON �o �. �o AS INDICATED (VARIES) u~) rr a 4 16 GAUGE POWERS STEEL BOXED LINTEL LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN - ELEV-131 SCALE: %4"=l l p,\ ��-C 0'� �. V =f °• �, O ��.• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N (o pip O O clot E 01 N (o J M N N� m LL ai co (A J Q) � W V) J � E 2 LL J d �' M Q Z uj S W U > mLL 52 °' (L I <�01 o @aro_ =mO W �E rn Q�¢ � z IL IL� Joo- N< c) z ¢ 0 UI— z < ° d OE]❑ W z � O _ � o � QNQ 0 Q Z 0 o d N o �W LL _ Y w o' LU i; Ll OTM N w l C o o SENSE r-- U m w rn r— m E O $ = _0 U o • c U) _0 Q o rn O w M z Z < J w Q E � zo o0 W � >o d C9 H (O o x o o< 00 oa CD o ¢❑ - ¢< z S- � C/3 c zz o m0 O � Z z - C C/) U N m < W g (A � ¢ 0 of z Z go O- o <� oz _ z J � CD J O CID z¢ X a F 003 �N 0 = L N m f6 w cc c� O ■> � T �1 CL. o co ■ >' 04 J T C� T p MO C r O 10 ai .?_1M 7— h M o Z m Z � E O_ E U � Q 0 c � JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003. CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED SU WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE, 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 51TMS 402-16 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1,2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2. 2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2,2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2, ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED T DESIGN: 3 S C 0 MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 2. 6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To rovide for ins ction for termite infestation between wall covering and final earth gradehall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, be made forms. Permanent forms must be etc., shall with permanent metal or plastic of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C?ncrete ouerpog and mortar along the foundation perimeter must be removed be ore extenor sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5 4' 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 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. • ✓ V OC ,. Off. j��ldr:Iseota�' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N co W �E co 1- 1- a cc) N N 10 O p I, r N J V M N * W l.L O �. co J Xt (0N LL U LL a W a ui C LL a s Z aU)- C, X o 13 G�i � C N m m O W E °_' J 0 d Z co O NQMZ 6 U F_ J z ° ❑0O W z N o 0 0 z � N M z 9 to _ n' U .9 VJ _ '� • � Y LU o Q a W F N c o 8 o t- U -m LLj 2 E - O 8 s O 'o c U) ¢ o ® Q o co w ce)_, o Z Z J L.L Q E E o F. z ❑ p w' y Z 4S z® N <o UO _ E O o a< Z wo 0 oQ az IrCN m1 �W m0 U) a iU Ng E Z a� u) <w z co 3 0< o a o� o z w� =3 �F >° � M a 003 =N 0 .N = L � rn W m 0 .> O > i%% L C:)C O (.0 T J 04 r c) CN IO ,- o ai M rCD M ` T iii CM o Z Z E O w m a E U q p c JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. S N m rn N c d v x 0 0 - J 4 N ZE N i rn L it C x 0 J 4 r— CV I N (r C i 3 Q N N n. E a� E 0 S L C J N N 0 v c U i ry+ W -o oa 2 0 9 v Ez N N a 0 a N -can Z w m 0 N CORNER OF HOME GARAGE SIDE — — J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0i 15/32" CDX ma PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x � 1/8" gap FILL CELL LU EE j STD.90° CONT. #5 HOOK BAR STD. 900 HOOK BOND BEAM SIMPS( w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8"0 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2;' min. 2„ max. � 4 max. 4 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange uthcutst. - Birdsmouth cuts. N.T.S. Under 2nd floor coh rmn w/ mods N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack „ over squash=20 blocks and Non -stacking walls require additional wall or beam below." consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 00 O 5'-0" a - c� STUB -OUT FOR O o o in GAS METER O F (V 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS „ „ 2 X 10 @ 16 O.C. „ 16-5 (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 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) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or / Glulam Beam ® NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 4__ Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — t to 6" A 1%" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 1'-0" 1 -1 " 1'-2" 1 2 V-3" V-3'° T-7" 1 -11 " 2'-4" 2 -9" 3 -2" 3'-7" Any 16"}oist 12 1'-0" 1-1" 1'-2" 1 2' V-3' 1'-9" 2'-4" 2-11" 3'-7" 4-2" 4-9" 5'-4" Span (ft) 16 1'-0" 1'-1" 1'-2" 1'-2" V-T' 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" T-2" 20 1'-0" 1'-1" 1'-2" 1 2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" - -- - - 24 1'-0" 1'-1" V-2" 1 -3" 2'-5" 3'-T' 4'-9" 5'-10" 7'_2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION, USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist BearingLocation Series -e th End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL IAII1=nu'�MH1MM W11 Backer block (12" wide min.) -1 I rl I ICI 1 _I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM d ° SEE PLAN FOR °• a . • • ° FOUNDATION INFO ` d STEM FOUNDATION r—GRADE _MMKIC OCE: nr AKI \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist 0 L hanger. doesn't meet height requirements 0.6 X Joist o�depth I. I -JOISTS BUCKETS N.T.S. rvu unman f rvi , SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 4 �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION 1r__MPVC OR SCH40 SLEEVE BING LINE PLUMBING z d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE • d ° .d 417. d d° G a �I I G ° JeA SEE FND. PLN. SIZE & REINF. ,f. E ti '�8orsfj�rife�ts. �•. FL 0 c OFE.S51014A�� `\ f���'�llil11114tti,o`!a\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 00 00,O aU a£ o�E cm, 8m Lo M L NN LJ NI` (D * 0) q 5LLdLL NN M Lou fN ¢°Z -rn) mB= o W�Yom i m o�°oWW2 E°' ILLLa ;iz °Z zN°z NIIIII U ❑❑❑ M M N MO O a0 N z Q J M d U) to M z ° C9 u_ 'v ,,, ° a a O,,, to N E � � w. m0 U f-- LU m E O 8 o i ... VIr.... = CD Q v- c, sm o w M M nZ o i Z q U_ SZ ECU V o g0 ❑r w z � <Zo n Z® o a CU 'd <o X w� 00 0< �< o ry ao Qo ww m to = C U �m mo ox Z z a� J �� <<� W 1w v, 0) oi OLL� z Z go aw C> az w =3 >° CO v zQ 0 ° 3 0 i J L � rn m n1 W ca C7 O .! Q0 > oo_,%� �i C �- r -� _ N r -� O r O OM m � T coo N M z z E O E `m d U _0r JOB NO : 20-2742 SCALE : AS NOTED SHEET NO. SN 1 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS /- HGT. FOR WALL HGT. _< V-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I. -I I't1-11R=I LIE=1 I �II II I I —I —I . a D ° '• 1=III-1 I �1 �I 11=I I I ;1- ' CD FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. AM REQUIREMENTS SEE R905. PRE ENGINEERED WOOD — "'—" —I I11 I I—�CII I — TRUSS @ 24" O.C. U.N.O. TI Ir12 — =—HURRICANE ANCHOR @H VTRUSS (SEE UPLIFT SCHED.) W/(P') ARIES I' Ign METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULAT11ON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. 1x2 PT WD FURRING @ 24" O.C.-­/FINISH ' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN D FOUNDATION PLAN FOR CLARITY D FOR LOCATIONS) ° � 1x4 P.T. BASE NAILER 4"x4" INSPECTION NOTE: D 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1=1=1=I 1- MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR n- = NOTE: EXTEND FRAME WALL TO C.M.U. W 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ° a 0 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF a „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS e BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6", (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/81° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL �„ x 6 W1.4 x W1.4 ATTACHMENTS --� / 2" 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH \/ \ WWF OR FIBERMESH �3112" MIN. �31/2" MIN. I ELEV. -0'-31/2" z _ O p b— a A.F.F. T 51/2"(min.)CD 00 ° •. —I —1 I —III- — a •- I1 31/2"(min.)- 4' 11-1 I —11 III —III- 31/2"(min.1-7. 4" ;I I �I I I I 111=1 I I- =�=1 I -1 11- _ _ I �_ I I'' 55-NE,11 , , I -1�ll hI II_I ; $(2) #5 CONT. (2) #5 coNT.4" 4 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 •c�E°S�GJ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ` 10 M�N�o s INSULATION PER FBC AND ENERGY \,/ c°�' (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6" . #5 VERT. IN FILLED CELL N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON Od N SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 10d NAILS 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT 24 " O.C. PLATE WASHER TYPICAL @ @ 24" O.C. VERT, OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR .E SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r r 2x P.T. PLATE ASSUMED FINISHED --, F I cl? PER MFR INSTRUCTIONS o P • ° p• #3 OR #4 REINFORCING BAR U z `* GRADE 40 MIN. Fy= 40ksGRADE z #3 & #4 LAP SPLICE 0kD FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 6sJ _— III_— III_ — I I la • a p u I �I I� I I_ I I I_; o I i lII I=1 I —III D • III I I=1 1=1 I LI= r il ,III=°I O0 W 6 MIL VAPOR BARRIER 11 °' =#5 REINFORCING BAR R 17/8" II=III=III1_ I —� II II 'll III. III=1=1=1 I 1=1 1=1 11= ? (2) #5 CONT. -I I I -III -III, . , I I I , , , I =1 11=1 1=1 1=1 1=1 1=1 I I • I T�1-� I I #5 LAP SPLICE III —III —III —III —III —III iv _I o 9 OMMODIFIE(D COMPACTED PROCTOR ASTOMI�T�1ITII=T — T itI L�� E7 I I=1 I=1 I=1 I =1 I =1 =I f IEI 1 I ,III D1557)�- 1 1=1 1=1 I=I 1—I 1=III—I I —I i- 4 1'-4 I � 1111111111, � ,III, ,111-III=III= I i l- -'O'ONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" SCALE: 3/4"=1'-0" n� SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. c11 00 \�l Cl)—� ° t I 6x6W1.4xW1.4 6 MIL VAPOR o c I - = z 3 1/2" WWF OR FIBERMESH min.) 4 BARRIER — C p ' 4 I� c ° a' • T _10a COMP. SOIL. I e 00 (COMPACTED TO 95% =1— — — MODIFIED PROCTOR - — � — — �=-11 ASTM D1557) 7 ' I -I 141 (2) #5 REBAR CONT. 3" MIN. CLR.1'-4" (1 STORY) 11 TYPSTD 90 HOOK (SEE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GRADE -(1) #5 EBAR w/ OPT. II I� I -S,Cr 2EEEN ENCLOSURE N 3 CH DETAIL) AIRS . 4" V-8" (2 STORY) MIN. U.N.C.0 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z M �fT�Tff11 , _ = r SEE A/S3 OR J/S6 L I m I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d M NA' ..: ,. . e. I 50 1=III=1I . I:4 �- III SEEA/S3ORJ/S6 -1�Ii1 I Ii�7,,, IIi111 1= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2.r 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA& a INTERIOR A. .. -3 1/2" a d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a 00 c CV M 6 MIL VAPOR —1--Ft BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) �� r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO I 1 t 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w o SCHEDULE Q a > w 6x6 P.T. #2 SYP —2X STUDS @ 24" O.C. U.N.O. g SEE DETAIL 16/D1 FOR w L ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 � 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN ,-CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH SIZE AND REINFORCEMENT) 4�4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 i■iCOMMUNITY • SPECS 00000. , � ,00000coo��, S �o;`` .�. 000. TAPERED COLUMN R. SCALE: 314" SEE A/S3/J/S6 —` I S"rru�'-�'—'-`�'r-r-' 8„ FOR REINF. INFO. 1 1 ! t OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm,�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' C7 00 GRADE_ _ a C7 ICI —ICI d d a• ° —ICI ��—Ill—_ zLU LU W 00 -III=1 ! •'o • LL W — Q 11=1 =1 l l=1 l=l 1=I I =l=III— FOOTING -III III —I 1=1 1=1 l—III III —I 1=1 1I- I, l l=1 l—1 l I—1 1 1 1 BEYOND PAD REINFORCEMENT 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 gR vv/v • _ Q : v F.rO 2b �: o r •, To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. U) E 00 ccpp Q O N N it 00o m C N J 0 N��LL aMrn 7 LL CV LL U) ( M W Q �C:L 0.a�d Z-0(n°' o Imo re 0 O C 2!m O r WW �E°'rn Boa ao N Q Cl) Z U J LL z °d ❑❑❑ z N O � O � N z C C, z o d N �N z a a w n 'u OLLr � In r�L- o N � o ,— U CO 12 , ~ $ ! _� c=wa o 0 M ®0 �m o W Mw M op Z L - Q E o o0 � "_ 1 N ` z®6 -0U8 o E M XU �0 W¢ N % �o < az r� L I C Y � m o � ¢m gz Q p¢ K dZ N F U � oZ ~6 =3 O cozQ 1 0 a °11 0 N � = > L � m W @ c� .> O > 00-14IN Q L O 0 m D T O Co r I O o r a) m 2: O \ T— vi cM O Z Z E O d E U J Q co c � JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. S3 (MONO) rn 00 c c -s CD 0 J r- N I 0 m �r 0 0 cn 0 0 4 N N '_ tm rn 3 a N N O a E F2 2 E 0 Cn v J C (D U v 0 UI _0 i 0 U J N N v 0 0 a 0 0 o� M 0 W m v (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT PO I NT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP LS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\_2xBOTTOM PLATE W/(1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +F--,�,F____�_STUDW/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 12 (TYP.) TYP•) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d ❑ NAIL AT EACH STUD —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g 71 /VP MAIN SPAN FTRUSS UPLIFTCONNECTOR (SEE SCHEDULE) S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J 4 a a a a a o °4 a g STD.90°HOOK 8 LINTEL BE W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL Wl (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4"FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q r W T > FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER 01 CONNECTION ASSEMBLY :; ..., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. 0 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK d H n a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF/Np0� 1qN 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON a DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA, SIDE OF 2 x 6 P.T. GARAGE 4&, SPLICE STAGGERED DOOR J-BOLT TRACK BRACKET vvvr. rrvzvr. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" 0/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL (� SCALE: N.T.S. S4 SIMPSON SIMPSON `y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P If SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d 4Q d 10d @ 8" O/C 40/ ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO T�P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+ A F= 2240 LBS �7�+ SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING C P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON RECES/ INTELS SP4 SP4 a SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U v? a `n '- 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12 O.C. STAGGERED FROM BOT. SEE A/S3 FOR, PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) F) F) PF) x .T.R. T.R. ROOF TRUSS ABOVE 2X BLOCKING a � � 4 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD S4 lie • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY- 0-15/8"X10" J-BOLTS @ 24" O.C. \ • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOWMAX. (MIN. (2) PER BOTTOM d�2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R� SCALE: N.T.S. e y �. FL C) .''• OrESSIta���. g To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H 00 o 0r'o-� Q O V U N N# O p 0 p r t o v � N C ❑ N J ® N LL M J W a N 9� LL�a 0N r> w cn a m� ° aLu Z �z�o 0 C 13 o _ C O O - m - CO r- ;, 10 S E T B o a Z N<coz U O J IL Z U ❑❑❑ w N O z o � N M 0 0 Q) LL �N Cn w 0 o ® Q c) �_ o 2 �� o w m � — o g i r II C) O N r~ � ® 0 Is e CD � Z it M z o z Q 4I— ri ;E E ° wo oo wz. ,o <� Z® CU m0 0o _CL❑ O E O ru X U a paz w% L " :EU mo j C C - Y -0-, z N J a tl �z iv Q- o � ga ° U dz mw C-)<o w �� _� I� CDwa CD J w g, Wo a d $I< ° 3 2N a = ` > d. J L � rn B ^, W 9 0 O .� � Q L a O In co r = T o � � ■ >% N J r C)o r co o m z O M E z a E U � ¢ o JOB NO : 20-2742 SCALE : AS NOTED SHEET NO. S4 [;j E 0 •U J N r7 N N 0 0 N O N v� t M W m 0 N SIMPSON HGAM1( W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) () Od x NAILING SCHEDULE FOR 1 Od x 1 12" AT EA. 1 12" AT EA STUD SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w! (18) OUTLOOKER SPA FOR 2 6 WALL USE 0 " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR • f 74 FIRST FOUR x ROWS OF ± 24" MAX' TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ ;45' SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL RIDGE FASTENED AT @ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od @ � �� 8 -0 0/C. EXTEND AT LEAST 90% OF , MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT , EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING FATTACHEDW/10d & (2)10d TOE NAILS @ BLOCKING -� EA.END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W! (2)16d TOENAILS 10d NAILS 6" O.C. "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) • O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL � NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H1 OA w/ (18) A SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 1 d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE FOR SHEATHIN DETAIL 7 2x4 OUTLOOKER @ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE x BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16" 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD TRUSSES FROM EA. END TYP. TOP & O. 6. O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL SIMPSON 1Odx3" @ 4" 0/C HGAIOKT w/ (4)1/4"x1 1/2" BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 -REFER TO DETAIL J () 1Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR f SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP co NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ �1. 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES ;° 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 1 1 2 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 /� `1U11� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W! 2 -16d /� `L Jtl� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 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" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. ; E ES AND 12" O.C. FIELD O/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL � (D = 0.207 , L = 41l2) OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24"- O.C. W/ (2)1 Od PER JOINT 4INIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP SEE PLAN FOR 2x4 WOOD TRUSSES OCATIONS) 10dx3" O/C @ TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_,� 12 6.9 MAX. SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 6 it 1 �� ` ° JI m CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a GABLE END BRACING DETAIL 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3 AT EACH CONN. @ 24" O/C a = • SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU 01\ MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 14�' 1 Od NAILS a@CA GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 7 -4 BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. WU' ---- Uw' 0 a 0 Z O W ' LU m - < 0 b T X q c T X CQC L o o O p w d w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \ GABLE TRUSS STUDS @ 16" O.C. SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION • �o 0LOW "E5Sj0N� WO/Hill 1111 0"ON To the best of the Engineers knowledge, information and belief, the structural plans and specificat ons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. u0i Q _00 E Or co c�cpp 8 O O O m N ik O O cp Oc.,� N N c 'n LL r D CO M U LLI y� _, 3 LL u- _ a LL M Q �j W LL adtr Z 13 CIL ��� o i13 W, @ c C2 m m O yWj C2 W E r--IL rn ¢ o� Z N Q M Z U 0 J Z OV ❑❑❑ W M z N O � O O NNQ O Q z 4 J C7 d N V ! M 'n C V O _ L, (10 w n - V O V) o elfw U 0° 2 O �Q Q aYo m sm r_ a M W Z o g LJL Q C) E OV zo ?0 >o Z® m tom" 20. X U Qo C CD a F <Z O WZ N L woo ¢ o m C: U O O � Z cn N J co Qw �z � Q. zi S< LL go a N w U it ? oz 3 oa za 03 �N 0 _ > d- J ui n1 W m 0 > .= Q L O o co T (^ V/ 0— ■ �' N J T I O O o � r (0 ni M � T \ N M o Z Z C E O ca a 0 � a o JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. S5 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN.% 1x4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. 3-i/4" LONG X 3/16"to FURRING 3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C.; 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" STAGGERED @ 16" X8 NX8 (TYP,) ` BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH '40 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL STD. STD. 90^ ` �� 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCT IMETAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LAP SHEATHING TO DOOR JAMB (REFER*Z"EDGE TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOIST TYPICAOTTOM OF AND APPROVAL FOR COx 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACHFURRINGTAPCON 16" O.C. & END w/MIN. 2" EDGE DIST. 4' FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl ' - NOTC @FIRST COURSE @@ SIMPSON HGAMIOKTA 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS .. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL ±5^ NOTCH WEB AT THE FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDCELLPER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" M IN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT Tr 2-0" 8" 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG, AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS • a 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • ° � ' ;'' ' SCRIBE(NOTCH)POLY-CELL BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL . OVERRAN z , CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER INSTALLATION DETAILS A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4W' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NHANGS LESS THAN 3/4" - NO REPAIR REO'D. OTE; FOROVER START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ OAF TO TRUSS TOP CHORD RygN MIN. 4" EMBEDMENT AT 16" O.C. + �FNOT 1'-0° .5�-0" SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + OlLfINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS e . .. WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) �1/4n MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + e • ° >.. #5 BAR '' '► BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH 2,-0„ 8„ (5)12d NAILS SIMPSON SOFFIT + + + �. > CENTERED W/ 9 H 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r ®t, EACH TRUSS o ° °> IN TOP o > : ' KNOCKOUT / c� ° CHAIR BLOCK — 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s� a CONNECTOR '� _ .e MONO FOOTING � • • •' > e x (3) ° SIZE AND REINF. PER PN LA VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ( AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL e• ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> DIRT ? z TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL ° STANDARD o e•'. , *HOOK 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION > N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") �_ , �. - �• �., , _ • .� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" ,,'• "f ,• , ,• , s• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"4" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8 DIA. ALL THREAD ROD >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3' EPDXIED w/ SIMPSON SET x z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6'-0" EPDXY MIN. 6" EMBEDMENT & O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3' MIN. EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS, COURSE) EXPANSION STRIP LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; P v a A REINFORCING AS FOLLOWS: • SEALANT P e �TI=III �=, T < a 1 BE JOINT. D T R AC LOWER HALF OF MORTAR IN D JO N ONO FURROW. — — — — — — g — — = TT� #5x6 EMBEDDED INTO • PANEL REINFORCINGINT PLACE. PRESS E 0 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - 6" MIN. LAP SPLICE W/ PANEL Illl I I o ° I c� z EXISTING FOOTING (2) #5x6 IN CONC. REINFORCING ° —I I cn N FILLED CELL SMOOTH. DO NO FURROW. o --�(—� DRILL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. jT7— SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° ca Q Cl) REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 g • v ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ° 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 A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4 - 1-0 „_ , „ 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. 1 f���o,%,�OFE•SSIQ� P<ffffflllElE'�E�\���\ ���� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H _� E 00 8 N tp or1 N i% O O O 00 to J M N r LL d vi a v' LJL 22 LL u! c`N') W LL mO �LL aa� ¢ R.r z O Z v 0F @ co m Om Lu W IL 04 2E°'a' ¢,oa to Z O O@ N p tY p N Q coZQ V J W U ❑I3❑ (D 1 z N o o p z � o z J OC, d vn M z o Cn Y w o 0 ,yam U � 0 Ln W � Mal U 00 LU 0 O 8 =€, U o "J, U) , Q a 0 ®0 sm o W M M J y Z o 5 z z U_ c6 E O zo �o ., z- ze m V o t o Nao X U d0 'o &Z wW ¢Qo L . � CO O z or U m0 o o- Z z � J c7 oy 4W :Fo U) o� o U 3 < U a =� a a= o w� >° a to _< °i� 0 04 = >� J L � ^1 W � �r LL > O CL m Cfl � W = Q •� J N O 0 o N CD r ai cEo 5 T M \ vi cM o Z Z E O N @ c a E U 0 a Q p c c JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. ISIS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: FRAMED RIDGE MAY BE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONY. NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB_-__ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH �3 PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE WOOD WALL OR TRUSS. ---2X4 CONT. W/ (2) SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. W/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2)2x4 SPF TOP PLATE - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION — MIN. 2x4 #2 SPF STUDS @ If 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL p MIN. 2x4 #2 SYP P.T. PLATE ' W/ 1/2"X8" EPDXY ANCHOR MASONRYWALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS >IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM- SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT KA SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO �55� COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 W/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM `— FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE:NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRU 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2`� SCALE:NTS EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: NTS 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO v SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) 0CnT1r1A1 AT I t-NIA/ 0f"Nf1C SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE:NTS DETAILS &SECTIONS l0l t Ft►llli ,���\\!\isl Q CIO• W �f,�✓���O P E S S I O 14 t `v � ltJJtttltlt�tiE�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M E �r CD -8 N_ pp m 0 aMO WC 0) J 0 a) 0) N M -'j a. a 0 CD uj c-, S �LL 52 W a a 0 z ���.� p/ @ a; o c 2v ° 0 � O m m J 1i .A.. So W2 E°'Q' o a NQccooz IL 0 a 0 U ♦— J d< z U ❑❑❑ a.✓ M � N M � N 7� O d N a QJ LL V� 0 n O N o �N °- � m w � w-E 0 8 i zl�... �� U o :K 1 Y Q o �w z o2 Z Z E Q a U W'z Z® wa N fli CL z 0 �a 00 °o¢ O E N ¢az o nZ L (/) = oY U tim mo °, Z Cn CU J Fo � Q W gz Z Q o� Jo a �ZU az �w <a XO mia �N 0 = zn J ui W � > ; CD O x � '- r ^ occ 'O^^ �.1r m C T gO .� oLO r m o M T i6 M o z z E C)ca a E c°� a o JOB NO: 20-2742 SCALE: AS NOTED SHEET NO. D1 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE TEMPORARILY SECURE BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 0.3 in: 12.0 in BARRIER WOOD FRAME CONSTR. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include ���VVV TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (O.6 Cm : 30.5 Cm) flashing as described in Section R703.4. A water -resistive barrier is described as a material behind an exterior wall covering that is intended to SHEATHING 3 BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering WALL BY IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive WI (ASSEMBLEDNDDW) OR EQUAL WEATHER PROOF CAULKING 2 CEMT. FIN. barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and �- WEATHER SELF -ADHERED FLASHING BUILDING PAPER embellishments such as cornices, sofas, and fascias. ' RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH UNDER DECKING suBFLooR sit R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SELF -ADHERED FLASHING (SEE DETAIL WP07) 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 HEAD FLASHING TIE-IN INSTRUxTIONS: (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 1. Cut, fold up & temporarily secure weather resistive RIM JOIST manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing 17 installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 Vi 1 R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be BE USED. flashing and seal with tape 2 2 O installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than FLANGED WINDOW 1 EXTERIOR DOOR WITH DECK - SECTION A 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER INSTALL FLASHING JAMB &HHEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All UP JAMB USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUALL WEATHER PROOF CAULKING (SEE DETAIL WP01) exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class REFER TO TECHNICAL SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the LETTER ON CHEMICAL RELEASE PAPER type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface COMPATIBILITY Y pp g P Y 9 SELF -ADHERED FLASHING _ (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6° ADHESIVE AS SHOWN) 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish VERTICALLY FROM or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanically attached flexible flashin s shall BOTTOM OF q 9 Y 9 O THRESHOLD comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SECTION -A (SEE DETAIL WP02) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details SELF -ADHERED FLASHING are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 2 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. SELF -ADHERED FLASHING 5 1.2. In accordance with the flashing design or method of a registered design professional. NAILING FLANGE .u: 1 4 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. DO NOT FLASH OVER SEAL TOPS OF JOISTS 1 6 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING 4. Continuously above all projecting wood trim. HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK , INSIDE CORNER ' 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. -7Ground(+- II 7. At built-in gutters. SHEATHING I _f l 11111 f L Ql I111V W 2 SELF -ADHERED FLASHING DECK JOIST 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 AND FBCR 703.7.3 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 corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN SELF-ADHER 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT 141 J 4 4 SELF -ADHERED FLASHING OUTSIDE CORNER if 1 C I u SELF -ADHERED FLASHING PATCH ,HERED FLASHING LU a PLASTER STOP = W CONTINUOUS BACKER 0 ROD & SEALANT W W Q � w � ° A U) -L - 1 2 4 5 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Ni DRIP ACCE SOFFIT/CANTILEVER Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS 1RAL FRAMING 1RAL SHEATHING SAF E PLANE WRB EAK WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 CV 0 CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F- Q _ E oo N (p pppp N# Li O O O CA o cN f0 y :3 [Z It uj LL L a Z j M a m W ' U aaLU 0 O @ago g,m0 Z v@NO C14 ao� �C) U I- Z ❑❑❑ W lc, � Eta z o _ 1 o 1 N z o � J C7 d N ^ 'Fa M z a o �N V' o w �J a �- Ow _ to c o o � U 00 m w rn r- E sID m I =1' z o cD c w M zo o z z cdE zo >o E mo.0 as co t _E o oo o� o <Q <om� ww U) C. _ c �oZ o °z� >� g fn 3: s d 2 ° U son om a z U � o� =3 Jw - U ~ >° o CO w z< a 0 =N = ` >4 J L � rn � Al W 0 .� O ' O 0- C o 0 = (0 m u r O 0 o V! . � J CN r Or = O o C r N T � CM O Z Z E O N a E 0 � co a 0 1 3) JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. W P Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 3/28/2018 Product Approval Application Detail Coe Oil Entity or Date Date Date Pendlna Date lommm Type Version Manufacturer Contact Engineer & License Validated Sv Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Men ufacturing, LLC. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/12/2017 Approved Category: Roofing (352) 498-0778 PE-75519 (334) 300-1800 Subcategory: Metal Roofing info@gulfccestsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect ore Licensed Plonda -. Professional Engineer FUJ1465143-Products Quality Assurance Approved for Use Approved for Use Impact Design sea # Product Model. Number or Name Product DascrlDtion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&qud; Aluminum 5V Crimp Min 0.032&qud; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +N/A/ over 15/32&quot; Plywood -108.5PSF 2 0.032&quot; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&quot; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over 15/32&qud; Plywood -116.OPSF 3 1&quot; 24ga. Gulf Snap 1&quo1; GulfSnap 24 Ga. 17&quot; wide Roof Panel 04/122024 Yes Yes N/A +N/A/--131.OPS over 15/32&qud; Plywood 4 1&quot; 24ga. Versal-oc 1&quot; VersaLoc 24ga 16.5&qud; Wide Roof Panel 041122024 Yes Yes N/A +N/A/ over 15/32&quot; Plywood -138.5PSF 5 1&quot; Versal-oc .032&qua; Aluminum 1&quot; Versal-oc min .032&quot; Aluminum over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -101.OPSF 6 1.5&quot 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&quot; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel war 15/32&qud; Plywood -116.OPSF 7 1.5&quot; 24ga. Versal-oc 1.5&quok Versai-oc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quot; 24ga. Megal-oc Min 24 Ga. 2&qud; Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel war 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok Min 24 Ga. Gulf Lok 16&quot; Wide over 15/32&qud; 04/122024 No Yes N/A +N/A/-96.7PSF Plywood 10 24 Ga. Gulf Seem Min 24 Ga. Gulf Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/At 93.5PSF over lx4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seem, 1 3/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18&qud; Wide Roof Panel over 15/32&quot; Plywood -108.5PSF 12 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp Roof Panel war 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga, 5V Crimp Mtn 26 Ga. 5V Crimp over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/-l3l.PSF 14 26 Ga. 5V Cnm P Mtn 26 Ga. 5V Crimp Rod Panel over lx4 Wood P 04/122024 No Yes N/A +N/A/ Purlins over 15/32&quot; Plywood -156.5PSF 15 26 Ga. Gulf Lok Min 26 Ga, Gulf Lok 16&quot; Wide Roof Panel over 04/122024 Yes Yes N/A +N/Af 15/32&quot; Plywood -161.OPSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/A/ 63.5PSF 15/32&quot; Plywood 17 26 Ga. GulIPBR Min 26 Ga. Gulf PBR Roof Panel over 15/32&qud; 04/122024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Page 2of2 Building Codes and Standards 3/28/2018 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Deslan seq 0 Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GulfPBR Min 26 Ga. GulfPBR Rod Panel over lx4 Wood 04/122024 Yes Yes N/A +N/A/ Purlins over 15/32&quot Plywood -151.7PSF 19 26 Ga. GUIfPBR Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/AI -154.7PSF 20 26 Ga. GUIfPBR Min 26 Ga. GulfPBR over 1x4 Wood Purlins over 04/122024 No Yes N/A +N/A1 15/32&quot; Plywood -151.7PSF 21 26 Ga. GulfRib Min 26 Ga. GulfRib over lx4 Wood Purllns over 04/122024 No Yes N/A +N/Al 15/32&quot; Plywood -164.2PSF 22 26 Ga. GulfRIb Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/12/2024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRlb Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 Yes Yes N/A +N/A/ 15/32&quot; Plywood -164.2PSF 25 29 Ga. GulfRib Min 29 Ga. GulfRib over 1 x4 Wood Puriins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRlb Min 29 Ga. GulfRib over lx4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga, GulfRlb Min 29 Ga. GulfRib over 711E&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code Version: 2017 FL #: 11651 _ Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL ;`�`r. ��� .. �.:��r` . • . �. �";Sn' .`�� st.� r. � �,.. ?�x x � :� �' . , , na�- �"'Is, , r ..� :,�. 5 H '� s� ��' .. v°�„ .!.�'a s -� �..:��., � :cam �- �._ . ��,.a � rl�., , ^tea . + :mac d FL17244 1 - FL17232.3 F •?�. � v-.. � � c . X � �-.- �' '� , .. �► F '-s � - . - S ,�•: � v - A 3 HD210-2 5 ESR 3453 ESR-3445 12/31/2020 12/31/2020 A2 HU210-2 F 10446 L 2 FL10856.4 ESR 2606 ESR-2549 12/3112020 12/31/2020 HD212-2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 HD26 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 HD28 2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 HD410 FL17232 4 ESR-3445 12/31/2020 HU410 FL10856.9 ESR-2549 12/31/2020 - ..------ HD412 ....... ....... __..._._ _. _.. _....------._..----._ FL17232.4 ..._..-----....---- ESR-3445 12/31/2020 HU412 FL10856.9 ESR-2549 12/31/2020 HD610 -HD0410 _ FL17232.4 FL17241.7 ESR-3445 - ESR-3444 12/31/2020 12/31/2020 HUB10 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 12/31/2020 ...--- 12/31/2020 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGA10KT FL11470.4 SIM200803 12/31/2020 HGAM10 FL17699.1 Evaluation Report 12/31/2020 HGAM10KT FL11470.4 SIM200803 12/31/2020 HHCP2 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 HTA16 FL17680.4 Evaluation Report 1213112020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 . HTT16 HTT45 - HTW16 FL17324.2 FL_17324.2 FL1_7_244.8 Eval........... ........ ._-._._.._ . Evaluation Report _ ESR-3455 - .................. 12/31/2020 12/31/2020 HTT22 HTS16 FL11496.1 FL10456.22 ES-0130 ESR-2613 .. ............. 12/3l/2020 12/3l/2020 HTW20 FL17244.8 ESR-3455 - 12/31/2020 HTS20 FL1045623 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTTS24 FLIINW24 ESR-2613 12/31/2020 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12/31/2020 HTWM16 FL6223.2 Evaluation Report 12/31/2020 FITS M16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 HUS210 2 HUS212 2 FL17232.6 FL17232.6 ESR-3445 ESR-3445 12/31/2020_ 12/31/2020 HUS210-2 HUS212-2 FL10856-R4 FL10856.11 ESR-2549 ESR-2549 12/31/2020 1213l/2020 ........ HUS26 -- FL17232.6 __......_ _ . ..___ _____.___...-_ESR 3445 - _ 12131/22020 HUS26 FL10856.11 ESR-2549 ��_....... 12/31/2020 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10856.11 ESR-2549 12/31/2020 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 1213l/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 LUS210-2 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 LUS24 FL10655.109 ESR-2549 12(31l2020 JUUS26 FL17232.11 E_S_R-3445 12/31/2020 LUS26 FL10655.111 ESR-2549 12/3l/2020 _ JUS26 2 _ FL17232.11 FL17232.11 ESR 3445 _ _ ESR-3445- - _ .__.. - -- 12/31/2020 12/31/2020 LUS26-2 WS28 FL10655.112 FL10655.113 ESR-2549 ESR-2549 12%31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 LUS46 FL10655.118 ESR-2549 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEG3 FL10667.71 ESR-2615 12/31/2020 KST260 FL17244.15 ESR-3455 12/31/2020 MST60 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/3l/2020 LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10852.4 ESR-2105 12/3l/2020 LSTA24 FL17244.18 ESR-3455 . __._.... -12/31/2026 LSTA30 FL10852.4 ESR-2105 12/31/2020 LSTA36 FL17244.18 ESR-3455 - 12/31/2020 LSTA36 FL10852Z ESR-2105 12/31/2020 LTS19 - - FL17219.2 ER-0200 - - -1 3-I 2020 LTT19 FL11496.3 ER-130 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/31/2020 1-717131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER 130 12131/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2613 12/31/2020 LUGT2 FL172402 ESR-3447 12131/2020 LG72 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.23 ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/3112020 MPS MPH3516 _ FL17244.24 - - FL17244.22 -._._.... .... ..... FL17240.3 .. ..- - - - - ESR-3455 _.... ESR-3455............... ESR-3447 12/31/2020 12/31/2020 ---...__...- 12/31/2020 LTP4 LS50 WM1416 FL10446.19 FL10446.16 FL10667-86 ESR-2606 ESR-2606 ESR-2615 _ .._.._ ...-..-.. 12/31/2020 .. ........---- 12/31/2020 - --- - 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/3l/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/3l/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244A8 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 MSTA36 FL17244.18 ESR-3455 12131/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 ............... MSTC52 M7W12 ............... MTW16 _ _ FL17244.26 _.._._..._........ ......--..__._...... FL17244.8 .. .......... ......... FL17244.8 ESR-3455 .__.......------._..__.......-----._......._.__......_.__..........._._.._.__..._._..._......_....._....__..._.........__..__......_._...-.._. ESR-3455 - .._...... ......._....._... _ ........ ....._I.. ... - .... _ ESR-3455 12/31/2020 12/31/2020 ...__. ... ......... 12131/2020 MSTC52 MTS12 MTS16 FL10852.11 FL10456.33 FL10456.34 ESR-2105 ESR-2613 ESR-2613 12/3l/2020 ..._..............._...._........_..--- 1213l/2020 ......_.._.._.._ 12/3l/2020 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/31/2020 MTW20 FL17244.8 ESR-3455 12/31/2020 MTS20 FL10456.36 ESR-2613 /2/3l/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 FL578.2 Evaluation Report 12/31/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL13904.6 ESR-2616 12/31/2020 PAU44 .._....._... PAU66 FL17239.13 ... FL17239.13 ESR-3449 ......._. ........ ........ _ ... . ....... .... ESR-3449 12/31/2020 ........ ........ 12/31/2-020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 ._ _..... _ ..........__.. 12/31/2020 PHD2A --- ------ 1117219.3- - - -----ER-0200----- 12/3112020 FGTR FL11473.2 SIM200802 12/31/2020 PHXJ3516 FL17241.20 - - ESR-3444� 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 R T15 FL17236.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 - ESR 3448 1 311 0 2/ 202 H10A L F 10456,E ESR-2613 12/31/2020 RT16A FL17236.2 ESR-3448 2/3 11/2020 H3 FL10456.13 ESR-2513 12/31/2020 RT3A FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2613 12/31/2020 RT4 RT5 FL17236.3 .......... FL17236.3 _. ESR-3448 .._.....- _.._....,_-_-.-- ESR-3448 _____.., 12/31/2020 ___..------..-...- 12/31/2020 H5 H2.5 FL10456.15 FL10456.11 ESR-2613 ESR-2613 12/31/2020 _ _........_..... 12/31/2020 .....-._. RT7 - -_._ _ _._ FL17236.3 - -- _ -_ - ------ - ESR-3448- - - - --_ -12/31/2020 H2.5A FL10456.12 ESR-2613 �.--- 12/31/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200803 12/31/2020 RTBA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SPT22 FL17244.30 ESR-3455 12131/2020 SP2 FL10456.42 ESR-2613 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2613 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456A4 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2613 12/31/2020 _SPT8 SPTH4_._._-..._.__.._....---._.._.__._......FL17244.32 ......_ ., SPT H6 SPTH8 - FL172_44 32 _ FL17244.52 -- --- ---- ESR-3455-- - _....__..._.._....- ES_R 3455 ESR 3455 12/31/2020 12/31/2020 .... 12/31/2020 SPH6 SPH8 U24 FL10456.47 FL10456.48 FL10655.141 ESR-2613 ESR-2613 ESR-2549 12/31/2020 .. 12/31/2020 ---- -- 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/31/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/3l/2020 THD28-2 FL17232.16 ESR-3445 12/31/2020 HGUS5.25/12 FL11468.11 SIM200804 12/31/2020 THD410 FL17232.16 ESR-3445 12/31/2020 HGUS414 FL11468.10 SIM200804 12/31/2020 THD412 FL17232.16 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/3l/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 7FiDH414 FL17232,17 ESR-344_5 12/31/2020 MSTAM36 FL11473.19 SIM200802 12/31/2020 UGTS3 F ...... ... UPHDB' _ F 0 .1 - L2 33 FL17219.5 E-alu ion Re ort at p _..__., ER-0200 12/31/2020 12/31/2020 MSTCM40 HHETA20 FL11473.19 FL11473.9 SIM200802 SIM200802 12/31/2020 .............____ 12/31/2020 - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 - LGUM26-2 FL11473.12 SIM200802 12/31/2020 PRODUCT APPROVAL SPEC11FICATION, HEET zo,8 r�o -i. -u uy , ,..,,aau vanwi� vvv..,�c. a„w , ,.,,,uca �,�u un,uucruvc waac ..�-, �, p.,cca�c-. p.. .......... .c a uvn uuuvu unv c,t.r,wcu „un,vc,� �„ u,c .,,.,,.,,, ,y ..an,F.vucu•a ua «u a.c,v rr „ they will be utilized on the construction project for which you are applying for a s 'Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12131/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-07.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/•67.0 psf 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/31/2021 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 ThermaTru FiberClassic, Smoothstar, ClassicCrait, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 5/21/2028 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 psf 10/8/2023 PGT Series 5500 FL239.7 7/30/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf 4/3/2023 PGT Series 5520 FL243.9 4/30/2020 D- MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 E. OTHER 3. PANEL WALL James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding p p g p g FL13192 1 - FLi3192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Undedayment FL12328.6 N/A 10(18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2020. F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum GUIfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2020 MITekIndustries, Inc. Truss Plates FL2197.1- FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board LVL PSL LSL FL6527.1 - FI-6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/2112022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite- 1) copy ofthe product approval, 2) _-_.__ __---------_-----_ .. i APPLICANT SIGNATURE DATE -t-. N O C- Ca O N -,-� U L L O ICU ca 0 = Q 0 CD M C O O �-=' LL O Ca > .(n (D % 0 Q i ccou -20 E Z W J SHEET NO, PA 1.0 Florida Department of Business & Professional Regulation Fag, 1 of Building Codes and Standards 1211212018 Product Approval Application Detail 2241 EOgty or 24a Pant Date Penal— 21la IYta Version M anuhatuter Engineer. License Validated 6.y 1:ordaru _8 F6 Ap Validated t<Ytnll(itd C drone+ Aogroved 2. Revision 2017 Thorma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 10115f2017 07/1202017 1011WO17 12/12/2017 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Dow Assemblies dckw(Miieblogwnsutiats. Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer Seat Product ModelNumber or Name D IltvAN,— Product Description . ContnctEsniratlen DaH Aonroved for US, Approved for Un Jam' Z Outetde HVHZ Impact Aga Resistant Pressure 1 a. Therma-Tru Flber-Classic and Smooth -Star Nominal S&N39;8 &quotNo Impact&quot; Opaque 12/312020 No Yes No WA Composite Edge Fiberglass Single Door (InsevingAkdsrAng; X configuration) f. Therm& ru F6er-Class c and Smoci s ar Nomin7l 8&i/39;0&quatNo Impact&quof Opaque 12isirmo No Yes No WA Composite Edge Fiberglass Single Door 0nswinglOutsWng; X cadlguralon) 9 1. Themna-Tru Fbar-Classic and Smooth -Star Nominal 6&#39a &quotNon-Impaet&quot; Glazed 12/31/2020 No Yes No WA Composite Edge Fiberglass Single Door (Insmir groutswhg; X corr igurnon) 14 n. Therme-Tru Fiber -Classic and smooth -Star Nominal 6&#39;0 &quolNoo-lmpact&goon Glazed 1213112020 No Yes NO WA Composite Edge Fiberglass Single Door Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap of 1=2020 Quality Assurance Approved for Use Approved far Use Impact Design Code Seo # Product Model. Number or Name Product Description Comrwt Expiration Dffie In HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SOD OXO 145-3/4&quot;x80&quat; NOWREINFORCED 12/312020 No Yes No N/A Revision 2017 Cbpay Sulking Protlucb Company 2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 12/312020 No Yes No N/A CategarY: Exterior Doom 96&quct;x80&quot NON -REINFORCED BuIsCateaory: Sedhnal Exterior Door Assembled 3 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312020 No Yes No N/A Compganue Method: Car68oallon Mark or Listing 145-3/4&quot;x98&quot 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312020 No Yes No N/A XO, XX 96&qu0tx96"ua; 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 AL UMINUM SGD REINFORCED XXX 12/312020 No Yes No N/A �� 143&quotx96&quot 37 097 WS-09 PAN12F151: 94A, 94, 73, 75,15W, 190, 76, 76V, 4RST, 4RSF, ORST, BRSF, 2RST, 48, 42, 58, 480. 426. 65S, GOSS, GDSSv, GR6S. GR5SV, ARKS. Agi EDSS, EDSSV PLatill"A7 296 Mw Version IanldfiEitu Revision 2017 CURRIES DlvNicn ofAADG, Inc COMM: Exterior Doom SubCdagory: Exterior Door Componeme Coaipllrwa sanand: Certification Mad or Listing FLe1+5374t7 Punmmh !JlIIa Product Moclid,litumbear, Name 1 W. 707, 727, 747, and 847 Single and Palm of Dare Florida Department of Business & Professional Regulation Building Coda and Standards Product Approval Application Detail Emilia of conbw3 p VN9tebd By Dedlo Dave UL LLC Ted Berman, PE (841)490844 (305)U8.4707 dave.dedlc@asspWky.co in Pop 1 oil 11&2018 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail pow l of l 11 Ilwaie EI ft w lark )ark Deb Pareliffirso lark laNiOt EOaWa3..A.LkaDu Valkle d,■ Valldadgbtdd EW AsionwOI agate AMR Mark WaterftM InWW Testing Sarvias NA, Gary Phrhlw 11/2912DIT 0&1wall 1210512017 Approved (513) 770.8062 Inc. (513) 51945M miessa r6aMedopsy,cem Guests A—mm, Approved for Use Allcirovialfor Use IMRW Dolan In HVNZ Pm wnS Steel Pan (min. 25 gaJ Single -Car (up to 9V wide) 05212028 No Yee No +30 PSF/32 WNDCODEB#174; W5 Gape Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail laic laic Data tank Seo 9 Product Model. Number or Name Product DsscriDBon Contract Exdratic V1lklated $lam FNAMmMM Approwid Atoka 2 185 SH 52z72 Fin/Flange Faurre IG1SG Single Hung 16/082023 11/30=17 10262017 12l0 M17 Approved III Laminated Glass QL,,BLA■Ig■g AppreYed for Use Anommeci U&S bass DOW- Flash, Glazed, and Louvered single and Palm of 121312028 Yin Ya Yes WA tallow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pega2ef2 II 1201MO 1c BBratty or )fie Doe Date Padma Dina ,e mm Version Manufacturer Contact Enaneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 MI Windows and Doors Brent Sklinger American Architectural Steven M. Urich, PE 06N42019 06042019 06/072019 Approved Category: Windows (717) 365-$300 Manufacturers Association (717):317-8454 Subcategory: Fixed bs tl nger@miwd.com �y Compliance Method: Certification hie* or Listing Quatbv Assmance ADwoved TorUse Approved for Use ]impact Design Sea 0 Product Model. Number or Name product Oascridion Contract Emlralion Gate in HVHZ Outside WMZ Resistant Pressure 1 185 PW 73 x 72. InSolated Glass 04/032023 No Yes No +501-60 FL@7"04e M121 VMelm LUmt alum Revision 2017 Therms -TN Corporation CateDoM Exterior Doon Subcategory: Swinging Exterior DoorAtambitea CompU— Modrd: Evaluation Report flown a Florida Registered Architect or a llaneed Florida Professional Engineer FUITIM0412 Produces Eggs Product Model, Number or Marna 1 a.&quotFlmfCWek&quot, BquoCSmoathSter&quat;, &quokClwkCmWuok or &quat;ChmkCnM RUMWQuot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Elva canted Stairwell Validated N Rick Wright Lyndon F. SolrmMt P.E. Ryan J. King, RE. (419)298.1740 PE-43409 (813)787-8565 dda®rwMdgi onsuNmlts. am Page t oft 1/520+8 Florida Department of Business & Professional Regulation Page i of I Building Codes and Standards IMMIe Product Approval Application Detail )rl111i5221164B1 ram sntfty at lark R a Iak t'WkIIm laic Emu gunk¢ VAnufuMm Emk~&Licom Vagtlabtl N maudad lily FWAMWW Awed 4kaM RevNWrt 2017 Thenne-Tru Corporation Rick W49M National AoaaMtatbn & Ryan J. King, P.E. 12202017 =112017 12222017 Approved Category: Exterior Doom (419) 29&1740 Management NutlWte (813) 7674555 Subcategory: Satngbg Exterior D=AM bhn doworwUldgconsuKants. ComplWra Mobod: Camlkatlan Mark Or Listing com Fla1a2284t4 Products g Aporovsd for Use Aponaved for ua IMRW RNM Awl product painflodw In HVHZ 4lI11aMtHVHZ Resistant P- 1 a. 8quat;Claesa".4uot w 8quokBenMmark by &8 and SM Opaque and Glazed Fiberglass Door with 12/31=1 No Ya No WA Thermo-Tm&gml and wMwrd SMeNa. limewing and Quawing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail papa l oft 1151m/e 2M Jlltittst tale tank Dab Po"m lark .b= Version IauldaaB■c Samtaaf AttifteffALlwast YaitlMW.®c Ymrland twin Yd FOCAMMa1M Aamamd Am& Revision 2017 C" Building Products Company Mork WestedlaM InbMk7esfing Services NA, GaryPhishler 111292017 06/102017 12M&M17 Approved Ca6eaary: Exbdor Dann (513) 770e= too. (513) 6194888 SubCobaory: 8odkmal EXWW Ow AssemMes nmwesaterANOQFkD9Y.can Compliance Method: CmlMmfbn Mark or Listing FILIMS2711i Products OLmdbAtlaraOg! Approarad for Use Approved for led bmw Rift Ala PrpmadNpal.NamarwName p InHVIN& gg pJ 53 083 W5.18 PAN4F+63: 84A, 94, 73, 75,1500,190, 4RST, Steel Pan (min. 25 9.) Doubh-Car (9'7 to 167 08212026 No Yes No i30 PSFI30 4RSF, SRST, Si 48, 42. 55, 480, 428, 555, Goes, wide) WINDCODE116#174; We Ganges Odor Polls GD5SV, GR6S, GR68V, ARSS. ARSSV; EDSS, EDSSV Page of 3 Florida DepaMtent of Business & Professional Regulation Pape i a l 12a2020 Building Codes and Standards 1=10 Product Approval Application Detail x 8,l1#2te4111 ad r for Use Approved for Use L - Impact y kDesign HVHZ Outside HVHZ Resistant Pressure lade lea tank late Psoclm lark No Yes No +60/-60 miall Version Offignuftlowmar Conbatt a LIggrAN Vatdsted ey Validated Shiest FOC ADDrWW 6oprorffi EkeM Revieio 2017 Cidpay Building Products Company Mad Waatedhd Inteak Teefk9 Services NA, Gary Pllehler 112/2017 08/102D17 12MSM17 Approved Category: Exterior Dan (513) 7704082 Inc: (513) 610-M euhCatego yn Seasonal Exterior Door AssembliN mweetedwacklpay.00m Complial Metled: CertMcetion Mork or Listing Approved for the Anwavedfor the IM■rd call Eaaard In fE2Z gwwdttimm Roals&M Plsmlrs 85 085 W549 PAN-21x763: 73. 75, rNA, 94. 42, 48, 42B, 48111, Steel Pa (min. 25 go) SingbCw (up to WO" wide) 08212028 No Ya No -38 PSFI-42 4RST, SRST, GDSS, GR6S, ARKS, ED5S WINDCODE8#174; WS Games Door PSF Florida Department of Business & Professional Regulation Paps+orf Florida Department of Business & Professional Regulation Fne or1 Building Coda and Standards lrnate Building Codes and Standards 11MIS Product Approval Application Detail Product Approval Application Detall F1220411110 290 Enft Of 201 tank now pandna 212s. 962394t2f 996 Enw or Ra no Oate pending Ra Man VMelm UNWASOun conum EBgkwer, ALLio� yoiwmwN y&Iltlad 8 FINDAonrsxal Approved &on LM Varalm 22wo Enoarar&Lkonee Validated By V,1ddad 31*MNbd FBQ Approval Aa1m1ffi EkhM Revision 2017 PGT Industries Dan Ri ak MlemLDaa BCCO - CER WWW38de BCCO- VAL 1220/2017 12/082017 121=17 Approvatl RWWM 2017 POT hdusbhe Dan Ruak h9amFDsa BCCo - DER MlamFDodo BCCo - VAL 12202017 12A182017 12252017 Approved COUQM:IMnom (041) Sail (780) 3164590 Cabo": Mndmvs (941)4884100 (788)315-2690 aub0stal :Fttd drwk@pgeduWla.00m : Single Hung droedc@pptlriduedlss.00m Com Mich MWwd: CerMlcedon Mark or LWbg ltt�MWrod: Certification Main or Listing AOw%wN1fbr11a Approved Air Ua ggrm Quaft An Adproved for the Awed for lhs $ffiaProduct Domadodw contrast EaoInallm.Dab all outside HVHZ R p! m affieProduat Model Pnxklct Description 990ftuLcubuRM29A In.KVHZ RtutkbHVINi It9aNLat rimers 9 PW4620 (Lag" Missile Impact) Vinyl Fixed Widow 04/94ZO20 Ya Ya Ya WA 7 SH-6500 (Loge Mkwlh ImpsaO Vinyl Single Hung Window 071302020 Yes YN Yee WA Rik tau rite Pealing tank Y i FWAMaMMI Approved E4YM 2 101182017 10/18M17 101=017 12112I2017 Approval Ilk Qualls, AtlgM00 Approval fair Ajewrovoll sit the ballad Dwilm E InllYfg ouw& Nyt¢ Ralauft C3eM11 6&#39;8 &quotlffwct&quot Glazed Fiberglass 12/312021 No Yee Ya N/A Single Door - (X) Inswing or Oubwirg configuration Florida Department of Business & Professional Regulation Page l of i Building Codes and Standards 115rm18 Product Approval Application Detail FLN3192.R6 SKIM ErMWw Ra left DOWEeMioe Qek in Yatim Milaidiiiiiiii 9mOMt EmCLLanee Validated By Valildislad Ilghmllkf Jed AMrroyffi akaa Revision 2017 James Hardie Bulling Products, Ina. PingeMp Zhu Ronald 1. 000" John Southard, P.E. 08262017 OBIOVM17 081282017 1011012017 Approved Caegory: Panel Wits (ON) 349-2927 PE-24121 (352) 367-2526 SubCabgW. Selig UkgMrrg-hualemNhm compliance ateaaa: Evaluation Report from a die.eom Florida Registered Anaiad or a Liesneed Florida Professional Englow "31124M Products gmuuwumm Apprond,f9Lit■ Anprored for rice IMMMI Iaea ea" Product Model. NunbarorHam pfaduapmwlhmm Caametragbedatlimb In Ormilds ttfall7Md prows ai 2 HadePlank lop Sating fibarcome rt lap siding 12131=0 Yes Yes WA WA Florida Department of Business & Professional Regulation Pagel of2 Building Codes and Standards 112T2020 Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i or 1 1152018 FLM192-Rue lift EEml!ark Ra pas PWWInp lark mod version Mors1fachIQL Canted EmbI & LI,aValidated By Validated al@MI■d pJlRA—,I AM1D2rsd AMR Ra dspa 2017 James Handle Bullift Products, Ina. Pmpsheing Zhu Ronald 1. Ogawa John Southold. P.E. 08252017 0810a2017 OMMO17 10/102017 Appointed Coigory: Panel Was (909) 340.2927 PE-24121 (352) 387.2628 aubCahgory: Skiing pingshangzha@lamNhw compliance, Medical: Evaluation Report from a diacam Florida Regblad Anfitect or a Licensed Florida Professional Engineer Approved for Use Mao Dealot ae1La pmdmmom.mmn orNmne P Ie1fl2Z ovum "MOtoJa 2 HadkrPlaek lap Siding tBartgnent lap siding 12(312020 Ya Yee Ni WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pays i of + IP"18 En#W or gar )ark tamJP#ACim laic Canted Validated N VaNdekd SidImMgd FSQ Approall Approved so" Dean Ruark MIami-Dads 0000-CER MWn44)de SCCO-VAL 12M&2D17 11/152017 12MM17 Approved (941)48"100 (786)315-2590 dmarkapgWWuabks.com tbM■LA"— Amilrowidliartlea, Anoravedfor Use kmw laden tnmvm !ate Rostsbm Pu m Ahmirum Mullions 08262021 Ya Ya Ya WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagei or l lawill, lRa1a2724n 20M small Or Rue lark Din Peed ew Rue Mao, Vggkan miledisim Contest EggyalabdN vapdmbd ill�Mmed PWA■tartl Aea■ml AM& RevWon 2017 Alsde Nick Thompson Lyndon F. Schmidt P.E. Ryan J. King, P.E. 10/0412077 10`03M17 i&112017 1211&2017 Approved Category: Pool Wises (330) 922-2389 PE-43409 ISIS) 767-0555 subCabgo y: Soft atho wwradmde.aom Companies MWM: Evaluation ReportMtm a Florida Reals a id Architect or a Vaned Florida Professional Erranew ply Quality Am Apargerodfor LIN, Approval for use Iasi taean s1 Product Me". Number a Nub Pro" pmr1oft, Cowed riwrsdm In Hi glib pPmmm 1 a.&quoY2T&quot soles Vent or Sold Vinyl Soft 12131=0 No Yes No WA Florida Department of Business & Professional Regulation Pape i or 1 Building Codes and Standards 1 &201e Product Approval Application Detail EJI1116221F.B4 22a grAN Or 21M Iaa lakes gee Use Vista enakwwa.Ll� ValatedN Validated SLIbMWAd FW4=Myd AaarmMl $kBrs Revision 2017 Thwma-Tod Corporation Rick Wright NationalAtwremfsdon & Ryan J. King, P.E. 12rAM17 09121/2017 12127/1017 Approved Category: Exterior Doors (419) 298.1740 Management lastiuto (813) 7674555. Subcategory: Sarrglng E%Mdor DoorAwwriblha rldna®mdldgcomadanta Compliance Mantled: Combination Mark or Usfing cerrm Apsaved for the Approved for hill= gem Lana PraaatMalat Mabrroraw f 1, NINE Ili � 8 e, 8quoksmodh-SMAclunt; and 8quotBenchmark by ere Said Sod Opaque and Gazed Fiberglass Door with 12131=1 No Yes No WA Thwmm-Tru&quot and w81wW SideNa. Iawhtg and Oulawkg Florida Department of Business & Professional Regulation page 1 or 1 Building Coda and Standards 115=18 Product Approval Application Detail FLaffi14d29 rd& clemst lark Ra Iak p9Bdm Qak 1111112 Vuaa vAnubeguus 5gav42 ElMlufuaLlaDu vakwdN )LelWaka Amkmmw FOCADWMM Awrowed it" Revision 2017 POT industries on. Ruark Mismi BCCO-CER Mkrc4-Dade OCCO-VAL 12120/2017 1126/2017 12/252017 Approved Calgary: Exterior Dann (941) 4860100 (780 315-2590 SubCalaaory: Siding Exterior Dow Assemblies druakk@pgtlndueblss.00m comp6aoa Meshed: Certification Mark or Listing F hisaw can. aaat kmvmi ltmistntPl1■t■ 10 SGD4670 (Large Was%+mpam) Vinyl Sliding glass Dew 04/142021 Yes Yee Ya NIA Florida Department of Business & Professional Regulation Paoli Building Codes and Standards 11e4201e Product Approval Application Detail F 2ok E"ft of no am go mm! Vero= canted Erej a fit a Lkanes Valideted By VaNdoW $ate f 'al 1YkM Revision 2017 C" Sukag Products Comrrpany Mad Westerfield Inh tek Tworig SONION NA, Gary Phraar, 11012017 08/10/2017 12/0512017 ApproNd Celpay: Exterior Doors (513) 770-OW Ind, (513) 51945W Subcategory: Sectional Exterior Door Assemblies havesmdbldillidopoy.com Compinnes M*"—. Codification Mark or Using Quaw Approved for Use Approved for Use IMM■ ■elm gaga PmddctNo",NW" orwm. In HVHZ oulawa HVHZ Resistant pt> m 102 102 WS-16 PAN-2F153: 73. 75, 84A, 94.42, 4t 4211 488, Steel Pan (min, 25 ga.) Double -Car (VT to 167 051212028 No Ya NO +37 PSFA41 4RST, SRST, Goss, GR6S, ARSE, EDSS wide) WINDCODE&0174; W6 Gangs Dow PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page l of 1 ' IMMI8 [1!i$192,111i 92ft EaYaLla lark !ark later Rik 1)la1 Version Manlfactfm canted lowouLLUIER VadsbdN Valued SUbMhbd MADDMVFI Aearmad AMR Rwisiun 2017 James Handle Building Products, Inc. Phostm ng Zhu Ronald 1. Dome John Southard, P.E. 08252017 0&0&12017 081282017 10110/2017 Approved convoy: Panel Web (908) 349-2927 PE-24121 (352) 367-25" Subcategory: Siding pingsheng.zhu®iamesher Corr ObrY Mathed: ENhaticn Report frax a dle.com Fkxdo Registered Archol or a Li ensM Florida Professional EghNrr FIJ131924N Prodrueb Quallo:AW■ Abnormal for Da A—N1far ua fill= )aft El9a PrakN-1MaW.NumhsrprNaraPrieductigmarlotlan Caftset ExoImdw Deb In O Wdo gnkwA pm6un 1 COMPhbc Lop Siding 8Wr-pwem lop aiding 12131=0 Y44 Yq WA WA Florida Department of Business & Professional Regulation page l a i Bulking Codes and Standards 115,201e Product Approval Application Deta►I ) coda EntNVor 20 21K Dab Emsla .tank Must VMeaa Nwallkonrat C-"d E-kmw tLtram Validated 0. Validated lubtal■It POOAmrsYM AMltmted Eta& Revlaion 2017 Alelde Nick Tham ison Lydon F. Schankit P.E. Ryan J. King. P.E. 1 OIMD17 10ro3/2017 10/112017 12M22017 Approved Category: Panel Walla (330) 922-2389 PE43409 (813) 7674558 SubiGano r: Sofia mAwnPam illimade.opm Compliance Moded: Evaluation Report from a Florida Registered Archtied Or a Ltoensd Florida Professional Engine FIL#162714l Products Qualts, Assurance A AaprovmdforUa knom Design AKIN Produce Ma". Member " Narr ProdrrotOacrimteiu contract MokedwDOW lftHVHX oaum liPrft� 2 Is. &quotAlbna T4&quok Safi Vent or Solid Vinyl Soft 121312020 No Yes No WA N V! ..rya U N Q 0 .� CIO U —0 ^^� 2..2. U O U) O Q W O ICU U_ 0 .� E O CL ICUICD ,-a . = ////�� cn C/) ■ ate O ■ e� SO L) SO O W i V CV O L C C/) U no O 2 ��^11 Cl) V ) V `M� W cW C Z z J SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 d3 120f2c26 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I20l2020 Florida Departinelit of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail £gfde tcntltY a 2e112 2d.a Date Pendlna 212 FUM4114B2 211111 goal QO Erzlty or gp(g Dale Date Pendlno Data T— Version Manufacturer Contact Engineer& Llcarue Validated By Vazitlffied Submitted FBC Approval Aparpvac status Version Manufacturer Contact Emineer & License Validated By Validated Submitted FBC Aooroval Approved Status mm Volatile filififildifiagar Cooled f,Daanger& Lk� ValWrted.8C RaNsion 2017 GAF Michael Leh Robert Namnen John W. Knwevich, PE 12/112019 12n 12019 12/182019 ding FBC Appn Revision 2017 TAMKO Building Products, Inc. Kani Eden Zachary R. Priest Lake Bowden P.E. 10/192017 10Po52017 10202017 1 N1212017 Approved Revision 2017 LV. Thompson, Ina dba Thompeom Architecture Tony Criminal Zachary R. Pried Lode Bowden CffiegorY: Roofing (600) 766-3411 PE-59166 (954) 772-6224 Category: Roofing (417) 624-6644 PE74021 (334) 300-1800 Metal Company (TAkK00) (813)246,149 PE•74021 (334) 900.1800 StbCstagory: Asphalt Shingles mstleh@gef.com Subcategory: Underlayments kerl etlen@tamfil m cry. Roofing tony�garrarako0finp.wrih Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a. SubCdegill Roofing Accessories that aim an Florida Reg stered Architect or Licensed Florida Florida Registered Architect or a Licensed Florida imapral Part of ths Roofing System Professlonal Engineer Professional Engineer Compliance Method; Ewluetin Report from a f 25 Products •, - a Florida Ro bbmd ANhhed or a Licensed Molds LP1Pki R m , Quality Assurance Approved for Use Pn>fessbntl Engineer 6so 4 Product Model. Number or Name Product Descdffilon Contract Expiratln Date Approved for Use Impact Design In HVHZ Outside HVHZ Resistant Pressure Sao k product Morkl. Number or Name Quality Assurance Product Descrbtlan Contract Exokatlon A-rovddfor U a Approved for Use Impact geiym Data In HVHZ 2uldda t= Reslstad Emial a PLi"ftl84t2 Product, penal a, Ia/2p,e Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 mt Well Rde Date Cue-P_adim R a FLMGDI&R2 220 Ent tor Deb go )ewponano go Yald d $gam FDIC Accrued Approved um in Version magglifigififill Aomkd Emblem .OLicense VeIM IRM Ydd1w BghmMd frisC.Aoprmul Aestoved Stills 10//02017 IGM02017 10/17=7 12112/2017 Approved ROVMW 2017 LV. Thompson, bc, dbe Thompson Mdribphrral Tony Chrklman Zachary R. Plot Locke Bowden 10/10=17 iQr10/2017 101171 17 12112il Approved Metals Company (7AMC0) RooMp (813) 2404456 PE-74021 (334) 300-IWO brryQpartataioosng.uwrro Designer. SuEcatsgortr: Roofing Aowwrbs that are an hdaprel Pon orthe Roofing System compliance Matlwd: Ewkafbn Report from a Molds ReptsWstl ArcheW or a Ummed Morbe ProNeebnat Engines 1 GAF Asphalt Roof Shingles Fibergess reinforced 3-tab, laminated, 5-lab and 12/1620215 2 No Yes NIA N/A 6 No. UL Asphalt saturated actinic felt 10/18202Borsad 1 Yes Yes N/A N/A QUMAA ApeovedM Um bme !L� auaft AWBarsa A�-iprShe Aapr�Slse be= 21WE hiP7ntlge asphalt shingles &a Probst ModeLNumhrtordam dnHl i Priam Bov! � Z ! pressure 1 TAMOO FWTop o 4Wp VOW with Baae for TIN 25 ga. sta8c roof ventilator WO bees oaow2o2e Yea Yes WA WA 2 TAMCO CooeenWr yam 25 ga. 09+OB2026 No Yea WA +0/d2.6 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DWII lid! EVOW or Tree version llteal,aamr Clmtod Enw es aLi� Vdkdated ar Revision 2017 1 Thompson, Inc, due Thompson Architectural Tony Chdeban Zachary R. Pled Lorin Bowden me" Company (TANGO) (813) 2485458 PE-74021 (334) 300.1800 Cobgiall Rool tDfW*OUMWAkOO&Q.wm S+dCeiportr: Roofing Accessories that we an iMegre Part of the Roobg system Cumpawnes Mvil : Ewlwtion Rpoit irm s Ponds Regtswfed Ardtlwd or a Licensed Molds Professional Engkae Papa 1 d 1 I/6201s FLXHSB&Ri 21M go law Pending 21K ON VeBdaed Awmmd PW Anomyal Aoo[axd Btataa Tres Version Idmldasfi8s< 1WI012017 10110/2017 10/172017 12/1202017 Approved Revision 2017 Florida Meta Product Inc. Catagory: RoMng SWICAssal RooPoq Accessional that m an mooral Pad of the Roo" System Compilers* Maead: Evaluation Report from a Mall PAgMemd Architect ora Licensed Florida Probeeone Engineer FlwMUMI Products Quality Assurance Assigned for Use Assimld mtiL! k od Design Qud&Ag A Approved for Use t9MaSt Dow- Aw PmO -Name awl Est P�MtJ�sdedw In HVHZ oum gym I Priam— 120 P doIMM HvHZ Premium 3 31 t Ridpa vad&qu0t 3 TAMCO OIRRipe Roof Vent wM Batt 25 ga. static All ventilator with Integrated bdM 091=026 Yes Yes WA WA 4 TAMCO Round Top OSRidgs Vedvdh BofM br Tie 26 ga. studio roof vandal with batik owcor2025 Yes Yes WA WA Papa I or I Florida Department of Business & Professional Regulation Ifilmle Building Codes and Standards Product Approval Application Detail PLatesiWtl aft late PW iOWIM !eg 2M Eaftor Mddod Bahatlad PWAwroval Aesrelad Btaha lore! Version jaeffilifigam Commit Eloh caLlraese IIaIWaYdffi 10/102017 10MMO17 101172017 121121 17 Approved Revision 2017 LV. Thompson, Inc, dbe Thorrpsort Architectural Torry ChiNban Zachary R. Plat Lorin Bowdon MetsN compel (TAMCO) (813) 248.34% PE-74021 (334) 300-1800 Cawpary: Roping Lony®gamshkao8n9.com ShdfAsagory: Roofing Accessories bM m an hfteWat Part office Rooag System Cesprhnce Mahh, ; Evaluation Report from Florida Ro&bW Architect a a tkensed Florida ProNeebnal Engineer FLMMUU Products, rlOnaa ueparanem or business 6. rroressionat Keguil Page 1 of 1 Building Codes and Standards Inr2019 fesao Florida Department of Business & Pronal Regulation Page l e, Building Codes and Standards 1018 Product Approval Application Detail Product Approval Application Detail Code Errt1N or get- Gate. Dote P-dirm Date jyyv$ Version Manufacturer Coded Endnaer8 cease VffiItlffied By Yaudffied submitted FBC Approval Approved Status Enter or lie$ Den Dab RO Revision 2017 Lormi o, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE M92018 12/i5/2017 04/152018 06/122018 Approved d�mMt EnaimraLk� Validated By VeBdaed Subndld IOAccrued Apprsyd Blsoa Category: Roofing (601) 982-651 1 PE-31242 (717)317-8454 Clark Jones James Bud-, P.E.Q MW"John Mimer, 10/25/21117 10,06R017 10272017 12/122017 Approved Subcategory: Roofing Accesscrfa that are an acaderQan.co.com (904) 7834MM CBUCK Er ghMXkp P.E Integral Part of the Roofing System NarkLllnroo.com PE31242 (561) 414.7557 Conpinnce Method: Evaluation Report from a Fonds Registered Architect or a Licensed Florida Professional Engineer -FLa1�202dt3 P?oduct>F Quality Assurance Approved for Use Aoorowd fen Use Impact Desire �^qg-$ Rodupt Model. NUMer or Name Producf Descdmlon _ Comract Exolrffilon oda In HVHZ Outside HVHZ ResistantPe— Qu&% Adjudge Asti for the Approved for alas DDol J 1 Deck-Air'"DA-4 Low Profile, Polypropylene Plastic, Rol 07/102021 No Yes No-97.51--97.6 Product Deanindon Crossed Elimination Dab 1101 Z Delude HvHZ l;ssfigial Din Mechanically Attached to Plywood Deck. Alunaram Ridpa Vema for psehed rodsteblaled 72812020 NO Yu NO WA from 0.025' Aluminum -i N (� CU O }. U N Q 0 CIO ^O CL U) = CU 0 M ' VJ 0= O 0 W 0 CU LL 0 > . 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Date Pond m Dole BlIB!!d4 Endly or 20 2di Dab Pending Ra code g EnUly or Date Date Date Pend Daze 229e Entity or 292 Data Data Pend- Date bug Version ManuFac urer Contact F.ridnew & License Validated By Validated Submitted Fill Approval Approved all TV" Version Manufacturer Co ra Correct Enalnas & Llcee Validated By Validated Submitted FBC Approves overt to � � 19g Manufacturer Contact EnalLicenseer & License Validated By d Validated Submitted Fill Approval V e Approval Star- � � 990MFirminalB Revision 2017 Boral Roofing Anderson Robin IAPMO Unit.- Evaluation Gary W. Welker 10/18/2017 10Po6/2017 101212017 Approved Revision 2017 Global Protection Products, LLC. Tim Robinson Welter A. Tilsit Jr., P.E. John W. Knezevictr, PE 09Po62017 08lJ12017 09/112017 12I122017 Approved Revision 2,017 All American Shutters and Glass Mike Barpierl Frank L. 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