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HomeMy WebLinkAbout3015 Lytton Hall DrINDEX OF DRAWINGS SHEET DESCRIPTION SHEET ALL WORK ,,, lHAi� "' '! Y WITH PREVAILING F O tIDL A 6Ui DjD jSl CODE, CODES L NATIONAL ELECTRIC CODE, THE CITY OF ZEPHYRHILLS COVER SHEET AND 1 FLOOR PLAN ORDINANCE 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 14EVIE F1 FOAM DETAILS CITY � �//�EPHYRT� �t'`+k� 7 OF Z4 ?. Q 4 ELECTRICAL PLAN PAN MINER 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS C4Y,A •..�.i� r.rrnn n AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed — < AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room — F BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round F 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 — — F BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. 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 CIR or /J Circle HH or H.H. Hand Held (plumbing faucet) SL or Side Lights [71 [71 F 7�1 FE7 CJ orr Ci Control Joint HH or Horizontal SPECS S.L.L.or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir FE I E:10 L11 CMU Concrete Masonry Unit ILO In Lieu Of SQ or SF or S.F. Square Foot (feet) El D COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sqq . Square F-] 1711 [7-11 E: 1771 El COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community Kor KNVaiI Knee SW S.W. Shear Wall F1:71 EID EEI EILI COMP or Comp. Compressor KSS or or K.S.K.Knee Space SYP o or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered ❑ ❑ ❑ ❑ ❑ ❑ E F CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL 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 MIL 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 MW 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 orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood 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 FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W, Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 FRAME -WALK REVISIONS 12-27-17 3.0 2017 FBC UPDATES 05-20-19 3.1 ELEV. Al - REVISED BANDS BACK TO ORIGINAL DESIGN it d 08-27-19 3.2 ENG. REVIEW FOR 150-C MPH F P rf 09-20-19 3.3 ADD 8'-8" ELEV. FOR TREVESTA �f C Ir d C C a 17= r4q P4 Aix ri F C T 0 a III V tr P rr 1551 V e. 0 c U a O O 0 0 a N 1�y •. �v --ql.�� Of e"OFV {..� \ � �✓ ?°gig 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. WN S poo� N k Ow �O a) LiJWaLN m# 0) .zJi �.u• M � Q CN Z a) Pik - W y rl d�LU 0 ��W �o Wo mo Z 0) 4 N p NQcoZ d' N V O J Z OEl❑ W (7 pp z N O co � Q Q O N M Z v C /n o V � — U V1 W o Q Q 0 N � EO � r— o U w �'..,.... � r m Em O o ID Q o r! 0 O J w M M zo O z < � U- Q E E Ou zz Wo z y o aN zp ❑a co (d O E no. O Q ao oo O < �z N¢o Q QO Ww � J Q! L .7 � U) C _ ��¢ = Y U hm mo rpfl o Z F o< QW So a Nw U �? <o K JW < �F O O V ui z< o �� M >ce) J L W � C9 ' ■= �1 N > T C O m c O N O Cr)■� �% N oo T— LO LOO r C7 0 E � T iri Z Z r- E Q E a m Co d U Q p JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 1 I KITCHEN ISLAND I iD 0 M IV- 9 N O ro 0 OPT. REF. KITCHEN HOOD 0 M 0 i CV O M RANGE KITCHEN O F- BATH 2 F 0 i eo 60 O n MIRROR rt I I 0 i O i I n TF- I O M O I, I, I, L- J SE F �-v rE co i Tm Oft 'z .2 2 CD j5 CD zca 12 0 LO Fn co LO > OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY OVERHANGS THAT 24" TOWEL BAR < SINGLE EXCEED 12" MAY TOWEL BAR IN a ROD A SUPPORT w ON WALL ABOVE TUB OR SHWR. oc Q TOILET TOWEL BAR Gam---� W BRACKET — 36" H BASE > / ON BATHROOM WALL O FINISHED CABINETS = o COUNTER TOP 30" H BASE � o SHWR. o (� o o -1 MEDICINE 00 oo I �- VALVES W = CABINETS - 00 CABINET - bo _9 A co _ o TOILET C° SOAP4 ^ ILLTIN r- PAPER C° o DISH U 00 -1 r , HOLDER _ -1 _ � 1'-2" _ _ 2x O O _ r � � d. � z z- o �r C° >- FRAMING �-o - 0 0 r - Q N o ``' O _ 1 /2" GYP N `h cv cN "' c� i �'' co N TUB �? BOARD FIN. FLR. FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I SCALE: 1/2"=1'-0" 1 P p To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo da Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. C1131rn O .d. U N (D Op N 3F O p O p, �p J O ® M +4)- M O) ' J � W H 7 LL N 2LL LL d i ZC� Z; @ .15 o & O o IIL . m J W �Ernrn moo°¢• = V' � N C5IL ¢ O � N¢ M Z O F J W z N O z � Q d N M t/1 Z � v � 1, (r( W d �r U � WF Um W m 0 sm o Jw M o J o � LL z > ry 0 0 a K 0 � O O U O z az 0 I U Z m 0 } Z N N � o� go � az o Q. oz =3 Q0 ZIa Q U 3 M � >M L � W M . O T � � � a O T � T N r w LO O r .. � .� M o Z � r iii Z E Q cnca � E � c o 5: U J Q Q J JOB NO: 20-2741 SCALE : AS NOTED SHEET N0. 2 OWNER'S BATHROOM INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42" H UPPER CABINETS BELOW CABINETS 36" H UPPER CABINETS MIRROR SHWR. SHWR. DOUBLE 30" H UPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS VARIES / ROD 12" FOR PANTRY OVERHANGS THAT 24" TOWEL BAR < SINGLE EXCEED 12" MAY TOWEL BAR IN a ROD A SUPPORT w ON WALL ABOVE TUB OR SHWR. oc Q TOILET TOWEL BAR Gam---� W BRACKET — 36" H BASE > / ON BATHROOM WALL O FINISHED CABINETS = o COUNTER TOP 30" H BASE � o SHWR. o (� o o -1 MEDICINE 00 oo I �- VALVES W = CABINETS - 00 CABINET - bo _9 A co _ o TOILET C° SOAP4 ^ ILLTIN r- PAPER C° o DISH U 00 -1 r , HOLDER _ -1 _ � 1'-2" _ _ 2x O O _ r � � d. � z z- o �r C° >- FRAMING �-o - 0 0 r - Q N o ``' O _ 1 /2" GYP N `h cv cN "' c� i �'' co N TUB �? BOARD FIN. FLR. FIN. FLR. r FIN. FLR. 2x P.T. SOLE PLATE BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS I SCALE: 1/2"=1'-0" 1 P p To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flo da Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. C1131rn O .d. U N (D Op N 3F O p O p, �p J O ® M +4)- M O) ' J � W H 7 LL N 2LL LL d i ZC� Z; @ .15 o & O o IIL . m J W �Ernrn moo°¢• = V' � N C5IL ¢ O � N¢ M Z O F J W z N O z � Q d N M t/1 Z � v � 1, (r( W d �r U � WF Um W m 0 sm o Jw M o J o � LL z > ry 0 0 a K 0 � O O U O z az 0 I U Z m 0 } Z N N � o� go � az o Q. oz =3 Q0 ZIa Q U 3 M � >M L � W M . O T � � � a O T � T N r w LO O r .. � .� M o Z � r iii Z E Q cnca � E � c o 5: U J Q Q J JOB NO: 20-2741 SCALE : AS NOTED SHEET N0. 2 12 5� 3 TAB SHINGLES. ROOF _ INSTALLED AS PER MANUF. SPECIFICATIONS ----1-0 SMOOTH — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED HEAD /BAND III�III E�DEIEEIEI�1LJI E 117 1 E FF-71 � D � E: I F171 -------- --- FE F-71 --- --- 12 5� 1'-0" 4' RIDGE VENT FRONT ELEVATION - 61 SCALE: 1 /4"=1 r-0" 18' RIDGE VENT 0 00 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------- T.O.M TEXTURED —'� TEXTURED CEMENTITIOUS CEMENTITIOUS 9 FINISH ON C.M.U. FIN, ON C.M.U. 00 (TYP.) (TYP.) 2" x 4" SMOOTH TEXTURED SILL / BAND --- --- F.FL. 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 at or wire at 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. 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. Y _✓ ti*�'a1��#10�61I@�13Zlilt" SSE CO 4° G� F L O ' 4u •`, FIE SS 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 Engineer's signature and seal. N W U CD ItN cc rW p O CN N # 0 C A N J M N n a)c0 rL J * W tY9 .07.MM�N6 � ry N LL tL a Z to M LI ' N mu� 33 1 a Lu 0,)C) O Wm0 m W�a;o Ig .@ a^� 2 ECP < n � Z It<coZ U 0 Z J U ❑❑❑ W (D _ � o W NNQ � Q N N M m 0 W 02 LL .O LLJ r= o � o � m r_e-r c r-- m C) o i•.,,, 2 0 Q r— o C w M z9 o Z Z � U_ ctf E Zo - >o QS E o o0 = z® w a 10o Ca f Q §10 X U O E N L a= aQ 4p a rw rt3 y^� m� a J aZ W M F oa ZZ 3Z a oLL Z =3H o CD as 0 }o a CO � °za h 03 .2M � co L � m m Al W @ ./ LO i-1 C L O o m c (0 I� 1— T C:) LO Ln .� J N 00 r L.n ) Lf iti w Lo CD r M o E Z "c E E O N Z m c c a E U a3 Q p JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 3.1 IT 1 1 11 1 11 11 1 11 1. 11, FJ HUI, I , i 4l L 11hiiuui 11 1 1 1 1 1 1 11 1 I� C" c m L N 0 0 J N 1 N m v x rn tp O J N 0 i c N 3 tR Q 0 0 E F�— 0 c C J co N ti v CL �I h 0 a / c 0 0 0 N N 6\O 0 0 Cl- C:' 0 00 N 0 C> 0 m co C 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS —­_ E 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 18' RIDGE VENT 4' OFFRIDGE VE 12 5� 16'-7" - - - - - - - - - - - - - - - EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 5[:::� 12 �5 T.O.M. ---------- ��------- HDR -----------------------------------I-- F.FL. REAR ELEVATION - 131 4' RIDGE VENT 12 ZZ�5 SCALE: 1 /4"= V-0" T.O.M. - - --T- -- T— --- - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------------------------------------------------1_0„---------- TEXTURED e 2'-0" 01 CEMENTITIOUS TEXTURED FINISH ON C.M.U. CEMENTITIOUS (TYP,) FINISH ON C.M.U. (TYP. ) --------------------------------------------------------------------------------------------------------------------------------- 0 C RIGHT ELEVATION - 131 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 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. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA 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. GF,�SE•��••� Q0. ® , "SSJONP� 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 Qv v p V N _ Nf0 W O O co, O J M N r Ili L L M N _J Lu N �� r;--Ja M a rn W to >mu: as W Z < 0W � O @ d o_ m m O W LLW iuo��O gQ 0, E J❑ a Z 0 N Q M Z O U — J Z ° d ❑OO W (D Z N O � o o z Q� J M a_ o Arm% � ^, _ rNi z VJ _ r'_ U W - 0 � Q 0 V) V1 - W fUOL C ZZD o � C) m w m r— m E o g I I' = z pI U o °r1i m 0to • sm C:,w M M J m o z Z < L.L ce E M y wo w0 ro z® U Curoa Rg Q. &a " 0 oZ Z NQo a�i I- QZ Ww y Y U mp 0 Z '<Z Z J Q ° 20 C/) h W 0 U d � 2< ¢� a mZ o a� w �3 c� >° C.0 z Q a �U 2M 0 = > M L °' m ^, W m .= CF) LO N �— ^ _ L O o m Cf3 I— = T 0 CN O LO L, �+ N � oNo r L I)LO rO 2 �� ,— r O r o E ca E �— iri Z Z c E O a c a ci0 Q o JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 3.2 3 v DO (Y N V O O CV N m 0: C N v rn J N N ]V c C 3 R N N / d H N 0 2 C i a Ii O U O 0 U U O a a 0 v 0 J LZ 0 0 ca O a N O O CV CD 0 CD i= m 0 2 1" iv cv 2" N oo 1• VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL 70 BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING V-10" r,N r` N *- q 31„ 31- 2 11' 2 1„ 1„ 12' 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 1/2" RADIUS 1" 4" 22, 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS V-54" VARIES VARIES VARIES VARIES BASE Cl) - MIV aN SIN ' LO T CAP °ct 1" 1" 1'-0" V-4" `�' BASE 4 31" 4' - c+rly = ,- 4 4„ 42" SIN r� r'N 3„ r 4„ 4„ 1„ VARIES 12 2, 4, yam. rN 19 E41 24' • 12" 0fl 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BED BUILT W/ STUCCO. VAR] ES OPENING VARIES 2" 2" EDGE NG OPENING 2" 8" 2" �N 6 „ V-6" 1" 1'-4" O tV 1" a a � 1-1/2" THICK � 1-1/2" THICK 2i„ 4 _ IV � a 1„ 2 I L 04 10 10" 6" 81 6" 2„ 2„ iv M0 �M ^ri •-CI„N 2„ 4„ 3„ �4, r IN50 a" 1" 2' w 1-1/2" THICK • 2'"4" V-4„ 3„ 12" woj • 4 I I I I - 32' rM N M 52, 1 5„ 52, 54 , Q1' �, 2 44 : VARIES VARIES VARIES KEYSTONE F11 b OPTIONAL ' 4" GARAGE DR. OPENING 4" VARIES KEYSTONE F11 00 OPTIONAL „ 3„ 3 q 4" WINDOW OPENING 4" a' NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK &SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4„ 8" r--------- - N N I 80 I Rs° —f — 1„ 6" 4" ZD R44r" 2 : VARIES f2" 00 CV 1" o 00 0 M M r NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-0" 4" 3'-0" 4" 10„ V-4„ 101, R70" 11„ 1,-63„ 4 4 4' o co CV T fV ;- 2' IRA 5a" 1''12' a" 7" '� �o '6V Q ,' , N N iv 1" 1" 2 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 0 N O N O 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 beadng Engineers signature and seal. Q E ccOO O N ik is O O m C-1) N N C (0 N LL 7� N LL rl ni / M W rn Z Caa; U) . W O _ x 00 m -j O W @ O r 0 cn EZ ccro a. J '�• N O 'A co Z W Q O Wv U ❑❑❑ z N O � O � O z � Z o O W(A � M ^1 z ELw � � .O W O 0 Qn �V) � � o U m w rn — O $ Ls C' o' Q 0 14 o w M 0o z zo �� >� a� Q 0 Eoo — Z® f— Ko ttF D U � U U� �o ww (V rr O Cn C ¢ i� 1 ZF J <w to a 0 z 50 U a 8M a Z U W. oz xF =3 of C.0 �o a x zla � 3 J LM M L ai ro c9 > L CO 2 O N r p CF) .TT� Cq r J>1 LO r N r m �/� u J O r M o M Z E c N n O U J Q C JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. F 1 If•EM 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. I ELECTRICAL KEY I I DUPLEX CONVENIENCE OUTLET FF DUPLEX OUTLET ABOVE COUNTER �IQWP WEATHERPROOF DUPLEX OUTLET �&GFI GROUND FAULT INTERRUPTER DUPLEX OUTLET 4 HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH jR 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 O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) Vt=Nlr-Y IVItICK CH CHIMES (OPTIONAL) LOCATION WITH BUILDER PB PUSH BUTTON SWITCH (OPTIONAL) POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 200A INDOOR PANEL CENTER 10 #14 copper to lights & outlets NEMA 1 200 AMP 10 #12 copper to 20 amp ckts 10 #10-2 copper to WH No #10-3 copper to Dryer METER MAIN O0 or 4/0 SER Alu 200 amp 150 amp 4 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. 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) N TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _a ELECTRIC PANEL Mai DISCONNECT SWITCH ��� ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT ELECTRICAL PLAN - ELEV-B1 SCALE: %4'=1'-0" 0 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. oo _ N_ tp Onp N O C7 O Li 0) M N N (0 J allo LL in 7LLN LL N a Z ri cM >a)LL ��`am W aa= zoOf o ca Wmo W E rn a s Z NQrNiZ Q O ZCILQ ° U F J ❑O❑ W N M � O _ o W Z � s, J M d WL'r)cl M to 0 V LL Vi L L' 0 � n 0 N to ,- W H E o r RigC r— U M ,,, m r-- 2 e o g _0 U o to w Q rn M o � J w z co Wo Z Z u E a o � � wZ >� Z< a pn cu l— o E X D O Q do 0O 0 < rZ o M CV L U Q Ww K L ra U3 = U 0y U m 0 o O, Z J a ° z on wLL ° az �w C)CD oLL =3 r CD zI¢ a O- 0 `M = W m .! O) � T ^ C O —U° m 2 r11- � O N 0 t� T _ r N T m LO O r C'') o E c z C E O C9 FLU Q O JOB NO : 20-2741 SCALE : AS NOTED SHEET NO. 4 ATTIC VENTILATION CALCULATIONS - 131 (TRB) ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. 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 required soffit ventilation vented soffit be provided by upper Ventilation Ventilation (See Elev) needed required needed ventilators Main 22.00000 2.000000 Floor 2000 1920 274 960 69 480 0 606.0 330.0 276.0 (Zone 1) 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"=V-0" 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. k1 • V w\ w� 1,0 y a aQ 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`) r Q co N - o�p N iL O Q O O p� M N n a)C M Ul �p Lo LL N LL N U. J (LJ LL Za(Co, 6r0 � 0' iL: rn Lu vi °- a " O �uro x X00 m 0° m W ro o�c_o � E91w _J * CN r Q M Z V O A Z O U ❑❑❑ W m N O _ � O aNa � Q V — �t O d N M 2 � l T Ch Y r.aa n 0 r� Q OL9J 'V'^) v ' 20 E Of o N tames T! � V o � m L.l.d O S z £ v m rn o ® a � m Ak m w M Cl) z p ZZZ J t1 Q E u c zo wo Z >N z® o a ca _ C O C o a F z ? p OQ az N It L ¢o wo ¢o wZ �wi m0 � z U O O Z , Q W z Q 0 ¢ LL Z O U d �w CD CD oLL w'h =3 r� O r7' a ¢ a pU s� CO > Iy L � W c� T � L O � m cc O N T.. O O Lo �'^ T N T a � LO O r CM o E Z c T E w 2 Z c a E .. U .°r Q p � JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 5 c c d 54'-0" H.B.+ I A S3 TYP @ 1 STORY U.N.O. ■ ■ ■ ■ ■ ■" "■ ■ ■ ■ I 7 . ■ ■ 17'-27, 2_92_8Q-_11$.II II II• CIL I Jl I01 b �� I di HVAC CHASE M II IF 1L �J I: I I CO I BASED ON III 10'-10$" M "' LOCATION o \ I— — — — — C J —� HU — CJ cv CJ — CJ I ■ — I 2'-6"x2-6"x1'-O" W/ (3) #5'S E.W. 1T-5$" I 36-6$' I ( TYP @ 1 ■ :: .......... .. , . hToO : STORY U.N.O. — — ' .::::::::::::00 — J :........::................. ..... ...............::..1...:' 10 G..................................... :I. ; ■ ■ ■ S3 I : ■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR. r- — — 7, 1�„ I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 a 4'-8" 2-6'x2-6' x1'-0" PROVIDE Y2' x 9" �' L pp -3 1/2" MIL VISQUEEN VAPOR BARRIER I 16'-111" 8'-61' I RECESS FOR FRT. DOOR W/ (3) #5'S E.W. � & SLOPE' I S3 v - � I -3 1/2" — _ iD in L f --r - - - - __ / t ■ ( I CJ I D.W. III ■. ��oo I I IL__-P I:: I I I I rr - �W.H.�/ K CC S3 CC S3 I - S3 STEPS AS REQUIRED N ��la PROVIDE 1 Y" RECESS I II �� IIIL" I : ; o b PER FIELD FOR SGD. REFER TO II L __ JIII, II II 3 MASON'S SLOPE FOR I r 1 IY I i 7' 42' 1 I 7'-12' 5�_8 '_0� r w x CONDITIONS • WIDTH I II JIII� in LO 4'-0" 25'-6" 1 L = = J 20'-6' 6'-8" 1'-4" I I EDGE OF SLAB 2" BEYOND WALL I (2) #5 VERTICAL BARS X v iv i� I 11 KITCHEN ISLAND K BUILDER TO PROVIDE I J I LOW WALLS ...... 53 APPLIANCE PROTECTION S3 CHASE TO I WHEN REQUIRED PER FBC ■ I - INDICATES FILLED CELL 3000 PSI I - ISLAND - - - - - - - I o CD - W/ I fi CJ t CJ I ir, A CONIC. GROUT FROM FT. TO BEAM :: co S3 W/ (1) #5 REBAR VERT ABOVE SLAB•- N TYP @ ALL PLACES SHOWN �o in TYP @ 1 STORY U.N.O. T I HOOKED FTG. DOWELS 5" EMBED /EELEXT. ABOVE SLAB "GRADE 40 - �--- — �--1 SLR I I F -:A-at � 3 1/2" STEEL" I dFPT, WI I OPT. D ■ I 0'-0,& I I I I 1 L d J I I 20'-1016" L _ — — — J I : • 4'-7i6' I (2) #5 VERTICAL I BARS Mao ------------}-- ---------J --- ------I— -----� o 2'-61" L 6'-0" S3 TYP @ 1 STORY U.N.O. ;in 2'-6" x 2'-6" x 1'-0" W/ (3) #5'S E.W. - 5'-A" I H.B.+ r� w FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4"=V-0" 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 UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN -' T -�i- W z WCIL J CONTROL JOINT DETAIL SCALE: 3/4" = V-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 cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0 "gq�y��tEG�trr����f'° Y 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. / ® co N 'D _ W ttOO E O O O 01 (O N # 0 M N N C LL M m N— W {� ui •] LL N LL LL rL w a z as C', . rn ai c ii a a lux, a to O 29 m m o m M W @ o Z ILW rnMNo W-oy N a M z < 0O E5 z ° L) ❑o❑ z N O z d N (nu.):Z2 (7 o (D W p o U Q 0 N P o N 2 r o U -m w � min 6 v o • ®0 ¢ 0 �m o � f w M M yZ zoS Z LL Q E E OO �0 w? Z® oa (6 V ? p CL CL o CDaz ?C . ao 0 &1 wZ CN a o L U3 C C ¢ ❑ m O 0, z __ J N m < Q W a, � Fw Op 2 W w z z g0 d nw W aLL =3 A O w u 70 i Co �Y zla a 00 3 (D J >M ai nL, W � .!LO O� � > T Q o 0 � O co = CEO O N Lid . _ >' 00 r N r /� T U! O r CM o M z E O @ a E •• c0 o :: Q o JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 6 p�+M RE l On v m r N 0 'J N I 0 m c rn 0 J N 0 a=i v v C 3 H N N v a yo N O c J ai L� E2 v 0 0 d- C 0 0 0 J LZ O O cD a 0 a N 00 0 1; 0 JQ O m 0 M U U I I- a O a N ; 1 � 1/ 11 r_ U CJ3 CJ5 I Q Q Q Q Q .ccryy Q � Q . Q .- Q I- a F- a 1--M a a I— U') a m m LU ji m m m m CD'� I I I I Sim GE1 _ FG1 18 D1 EJ72)2x12#2SYPWD.BM.w/' �LITCH PLATE. BOTT. OF BI EJ7 I SIMPSON HU41Owl (18) TITEN 1 /4" x 2 3/4" & (10) 10d NAILS EJ7 EJ7 if EJ7 EJ7 CJ5 I CJ3 y�/j CJ 1 I II EJ7 I nI EJ7 EJ7 O EJ7 X (2 EJ7V I' I EJ7VA O II I I I EJ7VA � � a 0(2) EJ7VA EJ7V EJ7V EJ7V I EJ7V "I I EJ7V I�nI EJ7V CJ5V CJ3V J V �.�� CJ 71 co LO U U U A (2) A TYP U U U A (2) 1 S5 TYP. BM TO CO. CORNER 716" OSB 1. @ 6'-8" 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 - 10d 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 1 112" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH.1(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/ 12" 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 Y WEDGE BOLTS "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1 1530 1 1285 24-10d x 1 1/2" SP1 555 535 1 10 - 10d SPT22 735 8 - 10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 590 1 555 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-112" * 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 (6) 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 (B) 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. aREFER 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"=1'-0" rx 'rv• o• <4. i `'mot .as°��'°`°•,..•'''' P fl �`�` . �� 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 W U P M N N C 0 LL M a) O ) M N J W 5LLN� - � d � , M W !n od �> =a oZ �=MO2 O m r-r cc W Z ILW LL 2E°'� Boa N Q O , �,Qc+>Q U N °0 Z 00❑ W M z N O C� o o Z J O d N � M z ^, VJ U- _ �C d--+ 'u CA) a V Ln w F o U 00 w rn o =, li U o vooi s�o o C.0 w Ch J z¢ z Z U- Q E O w a� a ZO oa CJ F— r0 —(D ¢1 X U oa W x O o� z c O (CO N t a� -z W LL R j C ao o U y mC) O OLL Z F m Q W N o< 30 >, ¢ a ww U W <o �z �k o J w¢ r 'O a IIIIIIIIIIIII� C �i z< OU� 0 ACM = ` > (`7 J L m O 'W .= � r < O ` O m co T T O Ltn T N oo LO" r- Ln r y �N r E Ln O r-- M o cc 0 T Z Z E E C d U D c Q 0 c JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 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, L01TS 81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID O L) O #5 BAR CONT. 8F12-1B/1T 'y'LINTEL DETAIL SCALE = N.T.S. 6.rill a I i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 81-16— B/1T a Co j Z iD tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cT P precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. AT OP (1) REQ'D 1/2" CLEAR ALTERNATE POWERS STEEL LINTEL d d d O d G .M.U. #5 REBAR AT TOP a - d a GROUT MIN. (1) REO'D 1-1/2" CLEAR ° D a d c < r J Q L d 5 REBAR AT = W w j BOTTOM OF r' (? Lu - 4 o LINTEL CAVITY Q V O u�i � Lu 1 -BOTTOM o ¢ CJ O �- 0 REINFORCING PROVIDED IN LINTEL Ir ¢ C7 z z LL O W n ¢ Ct D D 5 REBAR AT BOTTO 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) co � ¢ d.. �o L, �o AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to 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 4'-0" LL O 5-10" LL O LINTEL PLAN - ELEV-B1 SCALE: %4'=1'-0" V a•• °, •'••,o. . its �o•.•• 001 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. 0) W Q ItE 00 O O O pr 00 00 W 201r N i_J MNr N 2 , 00 y.7 EN u- LL d Lo " M W ' Q. a W Z<, I- I m O w o Ord m Do W (A Ernrn ca O o n¢. Z LL N o N¢ M Z O� O ¢ Z U U H J ❑❑ W M � N O 0 0 _ °D m z o <S J (h d N ^' rr Z v c 0 V! LL — • u, Y w o Q a L O N vil 'm w F 0�: o 17�a ti o U °D w wink wig r— E E O 8 I =i r l c ill U o v+ Q o sm Co J W Z M M i p Z < J ce E Z o ce O V w ZO � X Co rO X U C, Q F Wo UU � N ro L ¢o ¢o Z ww �J _ C 0 Y U ym mO 0, ZF Z Q� Q (1)J a OO� z N 3 f aZ U ao� oLL �O Jz w, XO CO 10s 83 �M 0 = > Mcc J W � T Q C L) m o O c) T - C:)LO N J � e— r Lf)r N r ai ,�,^^ LO O r CM o m z E 0 E a m a U Q p JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. 8 0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED P C ED 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 II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE, THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 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 ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 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 "1" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 13. 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-1-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 1 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ULTIMATE) 140 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR WIND SPEED (ALLOWABLE) 108 MPH ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" (FBC-R R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. +/- INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG ) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS 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 11 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF END U.N.O. (END) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm = 1,500 PSI CONSTRUCTION MINIMUM. GARAGE DOORS (V = 140 MPH) TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD O BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GR ATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF A IN E AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE 4.4.7. DESIGN, FABRICATE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1)/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM Fy 33K-87. ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH ASTM A52 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. C 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF, FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpo r and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. n 4` o 4 O v '9�s°f�P�tD'ES51Q'�h �� 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. W Q co co cc 8 N r- _ E (p O O O O7 O (p M N N C 'n N LJL N J � MUj 0 Z -,J (L a Z _ "1 M u1 ' a; cp L, 0 a it aU)m W 0Xi- m��_ m.OJ m W IL m o ^co 2Ecrnaoa. B ZM L N 0 ¢ N¢C7Z O Z UCIU) ❑❑❑ W (D M lJ M N O 7 _ O O Z n z Q M � N W Ln M z U o � 4�, T (� U w a n � O _Q>V) Ln LU s~ o F _o U m w � r- E O 8 S tm � U o 0 c � Qo tml s o MN w M o Z < r Z O 0o } N a� Q o F z0 ca _Cl O E g < a 00 O� aZ N a4. Q �� L ro � C O z =` �g m Z o of Z }Z 0)J 0 1. � z C $ gZ a �w U Qo oLL =k �- �3 CD o wa �o O _< I aF °� 0 ACM = >M L � m Al W � U .= LO 9 T Q � o �� C:) n O N 0 .� J N oo T- LO T T N r m LO O T M o M Z c = r E O 6; N z f6 d E U °� Q O r_ JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. S N --rr I F_F___1rr _T_FF ,a r 1 , . , CORNER OF HOME GARAGE SIDE — — J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE J 15132" CDX 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI ®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 ,good panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° x / 1/8" gap / / FILL CELL STD. 90° HOOK BOND BEAM w a STD. 90° IX CONT. #5 CONT. #5 HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN 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" in. 2" max. � 4 max. I� i' Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4 max. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers geofjosides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1 r,nnlh SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 10d box areas=20 of high or-20 sinker 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G O O O 5'-01' a o STUB -OUT FOR O 1'-O" o o LO GAS METER U 0 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-Y (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'-l" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-01, (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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Q T/ Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION @ INT. BRG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Use 10dx3" nails at 1 blocking panel *Non require additional co.--- . ­ A 6r1 A 1 2' ROUND HOLE MAY 6�� 6-1DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" 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 1y" 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. 1%" 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 1Yz" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 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 BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" � THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist -When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I ICI I Lml I L�II I L _ 1 Nail with 10-10d nails. — Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR °• a . • • ° ° FOUNDATION INFO a STEM FOUNDATION r GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. rvt, �,nr►�� 4 r-vu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a' a .41 �T TTT= 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE - C . 4 id A. d 1T—ffr ICI SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION -71 io �d • a. • SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE a a a PVC OR SCH40 SLEEVE PLUMBING LINE GQ a G Al as G V G d C C c r T" SEE FND. PLN. SIZE & REINF. t .-V v J 4 0 . OPESSIOt 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 Q Co vE Co N " [,- O O O N 0 NN 040 1? CO _ N J LL LU H 7 U U_ _J d Z arM a0rn W ' N WO CCU o C �m0 m 1� �a; N � LLZ O (V p NQr�Z < 0 U O J z ❑OO W M !11 M z N O 0 0 -- z �z " o N Go M tII V% rY y g ® Q •O la Ul E o U1 fO v m w _ O 8 z1� _ d sm r, W M Cl) zQ ZZ z < J u Q E 0 z Z. Z. < �® o e`� ro CL o x8W ao Do 0 &a N to ao wz �w ro =o x U 0, z Cn J ¢ tl 2 Cn a. o�° a z W U O� �� O C:)aF w~ }O o— � z ¢ Uri M = � M J rn m Al W ca .> ai N r L O ^ o 1 pp a '^ N T 0 O O � Ln .� N � f I.f) r 2 LO T— N r LO O r C)o E Z E TO E y Z cc o E U J Q p J JOB NO : 20-2741 SCALE : AS NOTED SHEET NO. SN 1 3 E5 m 0 _o J CN N N i m CD rn 0 J N I N c 0 i 3 C a N N a E E 0 0 v CO c J 0 U 0 i 0 i a: 0 0 0 CD Li 0 Cl- 0 0 O N 0 00 0 Z m FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x#2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 C, ON 3 6 x 6 W1.4 x W1,4 N ONT UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `o PITCH > 4:12 It, ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I LII I I=1 m a It. ° I I= I =III=1 I= o FOR ROOF PITCH 4LI =1I I— I I D I I I=���I=' �- .1zoREss. I '��I��-1�1=11�� ° ° • �—II T�I�I ,l' PRE ENGINEERED WOOD -III I I II 11- 11=1 I I I �I 11=1I I -I I �I TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8 METAL PL, UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE L ° 00 I a, rr _ D yIAI 6 MIL VAPOR W BARRIER , 4 III = o • 11= T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR :7 ASTM D1557) 3" MIN. CLR. O #5 REBAR CHAIRS TYP. TYP. 11'4' (1 STORY) STD. 90 HOOK (SEE U.N.O.N 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 —jII///—O.H.D. RECESS z I/ M LOAD BEARING OR — EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY PEI 7�7 Ins 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O,) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 (U.N.O.) HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS _J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6 (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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 P. BLOCK TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON Or I w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMrOUIv Or I wf k IV) IUa IVHII-O 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE Cl) _ ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ 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 d d p d - - °- ° L1 31/2"MIN. ° "z a a ELEV.0-31/2� 4 F.o° A.F. 2x4 CONT. ° I'3 1/2"(min.)- 4" °4 ° ° N 1 r1=m ° •' .=1 I I —III- a 31/2"(min. - ' =1 I I —III I,I-1II- GARAGE DEPTH VARIES ° ° I I —III=I I —I f I. — I Ell I I I I I=1 11=f 11= I ll Tfl ► IT ° ° g ° (2) #5 CONT. 4"11 �4"'—� 8" U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C SCALE: 3/4"=V-0" Il S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 % 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. SECJ�� M �31/2" MIN. 1 �I I I�I 4" 00 31 III �Ilr ITI—I I (2) #5 CONT. r 4 1 r I Il l 111, � iI I F U.N.O. TYPICAL BEARING WALL @ STEPrcC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 " x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT, IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 v LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"1 BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING `2 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR �- 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �„ ° ° ' ° z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi z D M �-r•� ° P • FINISH GRADE °° 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] ° D °� D — — _ _ — °O 6 MIL VAPOR BARRIEIR� � _ - o � _ ° ° �� T� #5 REINFORCING BAR R 1 7/8 —� =1 I=1 I1=1 I1=1 1=1 I1=� N Z T #5 LAP SPLICE p DD o I I I=1 I —I 11=1 I I —III —III- z I I ° 11=1��1 I T I=1I1=1I1=1I1=1I1=1I1=11 � g I= I = =1 I 1=1 1 =1 11- i�I I ° ° . I —I I 1 I 36" MIN. LAP [36" MIN. LAP] —I-1 I-1 I-1 111 =1 1 1 T 950%IMODIFIE(COMPACTEDD PROCTOR ASTM — _ _ 1 1=1 1=1 1=I 1=1=1 1=1 1=1 I D1557) 4 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0° S3 SLAB INFORMATION. 6x6W1,4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° �- GRADE eo _ — _ — v • rrr- _ —_ — — _ — (1) 15 RE BAR w/ OPT. ''-I I L—I 1 L-1 I — I — 1=111--SQREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3l4"=1'-0" S3 - 'r. � • � rr ch d - : , 4 �` o0 ., � I�1 I I I ITr SEE A/S3 OR J/S6 �I I I I I Iml I[ I I i I IT FOR REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALAP rffINTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S _ m bo l €- V­ M 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE W .III—III-1 I II a p . a [=1T_I=III—III g '1-1�1=f�1 I—����I D • N ' (2) #5 CONT.— ON 3" CHAIRS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT.:- V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-6", 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r �. I I IIIIIIII�hlll�� o 10 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF"' WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO; SEE PLAN FOR & LAYOUT DESIGN ° — TOP OF BEAM _ - L� r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL _I -- —�-�-�— ° a °'T BEAM SIZE & I CONNECTION INFO a M L I I 2x4 #2 SYP P.T. FRAMING w/ =1 I , I ITI I I=I MIN 7/16" O.S.B. SHEATHING SEE All �* r- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION g J w • o W ABU66 SLAB STEP & RECESS S.G.D. M � SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL �. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN r0 CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a FILLED SOLID (SEE PLAN FOR 1 = TIF:f:::l I 1= = a a _ 6 x 6 W1.4 x W1.4 `I SIZE AND REINFORCEMENT) J = d ° •=1 1=1 1= =I' I T WWF OR FIBERMESH T `" BRICK PAVERS or SLAB PER z F= w o—I P- a w _ p o — — — — — w z —• • °• ° - ` ° COMMUNITY SPECS " ( 1—= — _ - " < 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" t , • • BEYOND PAD REINFORCEMEN r >�O��QQOO��O3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO, SEE SCHEDULE TAPERED. ",W = O,G F L to 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 I Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. fn dW E �00 0p O'DE R N ik O OO m ip U J M N ^ CIO LL 0 M �M� En -,* W 3 LL a ai ,i N Vl M S Ul N Z ZF �rn� Cx � a� o � 0 W 'm 0 1 ` m m Earn Jo<a m Z z V N < O N< M Z W <U F J U ❑❑❑ N z o N z o � J f7 � N U) N nz � o Q) _ LL 4 t6 Vi Y w g o C3 m,.. ` s — o g J) �Q c ¢ o o w M M z a Z < U_ E =o o >o z® Q U FZ oa F� . O U O N a z ao S Z i ¢o ¢w mE raz Y ° °, Z z 75 J U - h �� Q W �m U) z z a o_ 3 U LL o �_ o O w w ;o a F °U z1% �M > M J LO T Q C •L O I"- CC 2 N T O LO J 04 �•{� 04LO _ �, 04 L / w O T CM o @ :3r ,; z z E O ca a E U J Q c JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. S3 (MONO) I -� i t- .- —Ili J1— -I III II I ill..l .,.:.hI.I. d�: alNlll!Ill] I It I 1 1 1 It I I�. 12 Z,(T /P) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (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.) DOUBLE 2x TOP PLATE 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY W S 1 2" 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 ALL I 1/ MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. \ s4 / SEE TYPICAL WALL SECTION 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3) 10d NAILS 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.) ) \--ROOFTRUSS 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 WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1 ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a a d d a d d g'STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IT NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J T Uj O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR—� GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d a e a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF A1NOOhl �qN 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.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP a iARAG E IOOR vvvn r nn�,r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K 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" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (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. 00 OR 's SIMPSON HTT4 TYP. t Op FN�NG U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d I I� NAILIS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C 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 BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O, BLOCK -7m— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 . SPLICE NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED . N 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4b16d TOENAILS TO 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. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U `n 2x TOP PLATE V2-16d 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 NOW WOOD FRAME WALL SCALE: N.T.S. 14 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2,5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) _ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT a • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE N SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING o a 2X8�P.T. BOTTOM Pr TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED ST GGER A ED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 I L B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. C4 d �. . 44 4 1411m 111111100 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 °(3 U O N tp p�ppp iR O O m M N C_ 4)LL 0N O .0-M�� 4 W u. d tri M '* ��i� W rn d W aWx Z 13 0 o OC @29 - BOO m Con w CN W 2 E T B o a A W N o N Q M ILZ Q 0 `w Q U Vz °� ❑O❑ w M N O �a z g QJ M � N M z � o 0 � LL �N W � Y LU V a to o � o � L' O 8 i U o c U) �Q ° Sm CD coz co M � 0( _1 Q E z,o w0 z Z® pa M '6 o E K O ao Q OU 0 r o �z wz L ¢ o m E W C U Nm �� z F >Z co J Cn a 8 z U dz ww Uj C-)01 aLL �3 o J Z w �'o V 0<a ' oCD a 0 M � = >M a� W m Lid T O m 2 � � O N LO T + � T N T_ O r LO M o m Z 3 T iri E C)E Z 0-U Q p c JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV 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 H1OA w/ 18 TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR "" "" 1 Od x 1 12" AT EA. 1 12" AT EA STUD U SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES OUTLOOKER (SE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA TOP @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER @ 24 O.C. AND NAILING SCHEDULE CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR : • FIRST FOUR ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/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) 10d @ 8 -0' 0/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2} 10d FROM LEDGER TO : ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ .• BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST I IT 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 1 Od 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/ 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SP8 FOR 2x8 WALL) L 2) SEE STRUCTURAL NOTES OUTLOOKER AND NAILING SCHEDULE 2 2x4 OUTLOOKER FOR SHEATHIN DETAIL 24" 0/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8"' 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2} 16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL If BLOCKING, FASTEN WITH M 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4""x1 1/2" 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" 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 SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL OUTLOOKER @ 24" O/C X-BRACING, AND TOP N M NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ " 2"x4" CROSS BRACE 24 MAX. EDGES OF WOOD TRUSSES EO 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 12 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 `UI� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 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" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2) 16d TOENAILS @ EA END (D = 0.148", L = 3") OR EQUAL NOTES: (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) RCHITECTURAL 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 TOP PANEL ) BLOCKINNG, FASTTEE N WITH 2x4 BLOCKING W/ .a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. - -_ - 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 1Odx3" O/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1YY GABLE TRUSS S7 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/6 SCALE: N.T.S. \S' DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ii rig 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"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS '—STUDS @ 16" O.C. GABLE END BRACING DETAIL 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 TOP &BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION rIt,". .0 rN J ®' L 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. W 'r E 00 � opp _ 8 N p Q 0 0 0 m ro N V V co N N C N LL 0 a) CO (n 0 7 LLB., N� J W LL LL d xx U) U) U! M '4 �� W Ln ° a C Z -�E, y mo tr00 mmm W 2 ET o a CA < N 0 N U� 0< Z U J ❑❑❑ W z N O z g Q o z ^' o ( " V w O n 'V o-� w� N � �E N N N o �- U 00 „. r— m E 0 $ � �...., I' .. `n c d mt to o MN w Z M o it J"':' L.L. Q O E zo >� zo z® a oU U CUw _ U U rr U OU o z O C-4 (1) L o ¢❑ W w CO CY ^ U v m0 ULL Z 7m Q� w J m ¢ ° QW �z C1 om LL zo U a z N W U ao oz - j �iw C) w� =3 U >° CO � z¢ a OU3 0 CO = rn m Al W � LO N > r— i� Q L O O m 2 r O N — CD LO N J oo •- LO LO a)cM LO r o E Z c O E Cn m co a E U J Q 0 c J JOB NO : 20-2741 SCALE : AS NOTED SHEET NO. S5 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT ` ' PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 ` #5REBAR (TYP,) ATTACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d 4" 1x4 P.T. „ FURRING E:tAPPROVAL 3-1/4" LONG X 3/16"� FURRING 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" #5 REBAR ` 'O. AND NAIL D W/ d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD D O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" (TYP,) ` ' 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1/21' DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL 'STD. 90° HOOK (TYP.) STD. 90 —�j @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" DOOR JAMB (REFER 1 x4 P.T. METAL SEAT PLATE TAPCON @ 16 O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT FOR CONN. 1x4 1/2" DRYWALL �1::7APPROVAL Ella 7/ LAP SHEATHING TO EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER*2,,,EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BOTTOM OF BAND JOIST TYPICAL TO PRODUCT APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 () O.C. & 4" FROM EACH . FURRING — —� TAPCON @ 16" O.C. & END w/MIN. 2" EDGE DIST. +2„ NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4)1/4x1 1/2"SDS SCREWS .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WE +5� FIRST 2 COUURSESRSES ' ` BFILLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. �S SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A-q _ 1610 #FOR 2 STRAPS FILL 1st 4 COURSES SOLID wiGRour EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" Q ,r 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 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) a:.. 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :„ �• 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 OR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DI]�GONAL BRACE AT EA. FURTHER INSTRucrloNs. . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN�.y . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL a' :. CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" INSTALLATION DETAILS -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 4Yz' WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. UE SIMPSON 1/2" HD I (CENTERED) w/ kO�FTO TRUSS TOP CHORD RygN MS1) N. 4EMBEDMENT AT 16'0 C. + cF �GT 1111 5-O -O" SCALE: N.T.S. SS 12 + + H PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + + + + BLOCKING AS INISH FLO ° • .. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > „ EMBEDMENT INTO K.) „#5 �1/4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT BAR ', ° a:�_-CENTERED ►D ►' ' ? BLOCK HEADER 2-0 8 it SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + 10„ p • 9TOPW/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP . , s EACH TRUSS o > ' ° ' ' , • B ' KNOCKOUT / N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONNECTOR ►� s -� a > ° MONO FOOTING _ .0,SIZE PROVIDE 2 x 8 DIAG. BRACE BTWN,, CONT. W/ (3) AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" 7 JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> ° ° " 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - PRECAST LIN TEL ° STANDARD o > ° 90 HOOK N 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN I TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL - � 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ♦ _ ♦., ♦ .- ♦ ., ♦ A ♦., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4 MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ° ' Sk ANCHOR INTO ARCH BLKG, THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING OND C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" ( ) BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS STUDS & - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 5/8" DIA. ALL THREAD ROD O � #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g _p EPDXY MIN. 6" EMBEDMENT & ` SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. 3"MIN. EDGE DISTANCE ¢ 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 A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , P LU a REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. P e — —r I - �T�TJ(� a a 1 :`:;::' - g —II � #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ —III _ ° I I -ITI=I z — g EXISTING FOOTING 2 #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — I ° � a U) "' FILLED CELL SMOOTH. DO NO FURROW. ° t. DRILL 3/4 x5„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE , T- SET BAR IN EPDXY =: FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ° Cl) REMAIN FREE OF MORTAR, _ ? ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T 0 t> , ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° '0 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" I AND RTAR TAKES FINAL SET. (REMOVE TS ^LOWER BEFORE OKS 16" MIN. COVER EA. WAY COUROOTH WEDGES FROM SES OF SOLID BLOCNCAVE, AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 01 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 OFRECESSES INACCORDANCE 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. Of. F I-� 0FESS 40; l4l111 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. Em w F W 000 N #Jk V LoQ M N N C1 Lo N LL V) 5 LLj LL L_z a >O1LL a°w'� Z < rcL °.) 8 mg m1<0 W W 'm Eb C E rn 0)Q 0 a Z IL m�"a N Q M Z U 0 J a Z (3 ❑❑❑ W z N O z z M N N ^' M o� Vl CD ,l /TV }'� w o LA Ul ,, a wa U m w 2 E 0 I U o °� Q Y • Q1 0) o J= w cO cl) Zo CL O E U (6 WO o ZN oa Q o � o XU ao & z CD N [T <� Q wz r� w L ro vi C � OU .2 o 0 o' aJ a z d pg LL Jz a z m w U it o r k o vz w� 3 >° co za a �U3 .0 M J co L � m Al W �o .ry> M LO Q C m � — CO I- i O N L0 T 04 oo r Li) N r r ai La ^ ! r (v) o m Z T E y u, Z m M IL E U _j ¢ p JOB NO: 20-2741 SCALE : AS NOTED SHEET NO. SS ud w Z 3 m c 0 J N I N m C 0 J N i 3 Q N 0 i F- E 0 `v C c J 0 U v U N a a CL 0 v 01 N LZ 0 0 co 0 N 0 00 fn 0 r� 0 s. CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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. Dg 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS :33 SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ,c * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ Z-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFt SCALE: NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM a� RAISED ENTRY MASONRY WALL 4 SCALE: NTS SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 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 — COMMON BM. TO POST ATTACHMENT 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) CORNER A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED d SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=V-0" SEE PLAN L. FOR CANT. I7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BM. SCHEDULE/PLAN OPTION C MIDDLE BM. SPLICE OVER CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)10d 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. SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 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) SECTION AT LOW ROOF s SCALE: NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL AT TRUSS NAILS AT BASE & SIMPSON SP2 w/ 12 10d NAILS AT TOP ( ) 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER INFO. �dON OILS INFO.VALLEY 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w! (10) 10d NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TYRP TOP & BOITTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C.xx d STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD (3) 12d TOENAILS TO 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL a 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a°. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS \\N�,,E��i W m J �� Gr CiD �!�i�ROFESSIQN � 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. 0 Q ap} Oo U N N 1- Soo o� m -, Ci M CV N U � lL Z N M 1, � cLu oa "U C' i_ -a- W scorn zz C'co m m O W cu o r- m z 'g<coz U 0LL J z dU ❑D❑ M �_n Map v N O z O z z g QJ M d N U) M z ° Q) �N LL ro�' _ y W a C) n U a O N � a 23 Oft (Z�o onk L e 0 8wig i l� •. = (% O N c `) 0 . 0 sm o M w co Cl)o z LL Q O w a > N z N U ~ Z' . U O ¢ 00 , O � N � o Qo d? <� W C (n C - OY �a m0 o am >Z Ch �Z � U o� a w U o oz =� o a< ;o mi 10 zla ¢ 03 M >M J L.. m 2 n� W � c� \\ ./ 0) LL 2: r /A"� 1 I 0 �../ C O T o .� J � NLO r T N 1� o r- m z T E O M Z CU IC0 a E U J Q 0 C C J JOB NO: 20-2741 SCALE: AS NOTED SHEET NO. D1 o+ v J m CD CD J r CV N 0 (D .Q 0 0 J CV 0 i i -a H a CD O i a E E O S `v c v 0 a� ti U 0 0 UI 8 a i a: E 0 01 W LZ N N 0 O a N 0 c co CV ci 0 0 m 0 MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING /JII r SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) rv-�orui�� r�nonrrv�a 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 0 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" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED VINYL SHOWER PAN SLOPE 8l SELF-ADHER 1'-4" PER PLAN 1'-0" PER PLAN SHOWER SEAT 4 a SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING PATCH HERED FLASHING SELF -ADHERED FLASHING OUTSIDE CORNER g g Lu Lu PLASTER STOP - W CONTINUOUS BACKER - Li U ROD & SEALANT w w _ LY LU w Lu° A I`n �IVA 0 io 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHI EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 'A' FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include 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 NG resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering 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 barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. 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 approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 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 water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 2e 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 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER o that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE 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 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 exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class SCORED 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the 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 (BEFORE FOLDING, SCORE of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: RE ADHESIVE AS SHOWN) ASE PAPER TO SE 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish E 0 SELF -ADHERED FLASHING INSIDE CORNER Ground 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 GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 2 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 5 1.2. In accordance with the flashing design or method of a registered design professional. 4 1.3. In accordance with other approved methods. 6 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco 7 copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. 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 kSTER STOP q NTINUOUS BACKER ROD / 1 EALANT VIENTITIOUS FINISH FRAMING SHEATHING ANE WRB 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 O CV cfl �Y 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. W I- It E co o � co 8 m r- N (p Cp O O O � N it O p, O� C n N I� N b N u- LL J W N M .�M� N 2 U d Ol M S u 25 ill to ° a it Z > .` -0CD 0 � o al So [rMq + C N co m pq Qa W F=c rn Fc J ❑ ZLL � N O NQc+�z Q O O Z OU U F ❑❑❑ W V M '- Z N O z I Q J M 2 N cn z ° Vi o n V � O DV) roo �ro 112 w c E -aft X -2 D w � O o I i'^,. _ � Gi v o • c cn � wQ Q o 1 o rr M M w o z 4 LL E o -,o � >o �a Q O I_ U wo z® o a C XU ooI� ON CD s� Qz o ¢o rzd io ww L ru V) aY _ C mo o of z J <w to a ~°on z z go a o� ~� o z a'5 �3 �o a �t Ala o 3 c 0 C e) _ ` J L ui c� .' 0') r a) L O Q (0 T O Ln >, (N r LO J 0 Lo T`- N r N ^� T L i O T M o E Z c y z z E 0 E y f0 a E U � q p JOB NO : 20-2741 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 GI gv4 4-11r"1 20 x 2-1 210 SEE ±arbor Bolts 1 51& A325 10 gyp') D AM Self-Lockho Nuts T t Bracket (16 Gauge) INSTALLATION INF01MATION Hr SKI cross Swart (May be coat th. W) Rtg ht 13facket, (16 G7r3 Loge). 14' f-Driflir Strevil3 A/C grit Bottoms Edge Front Cross Stipport (May be cut tow) #a 4 Self--DrAirlg ewsThru Brackets" Back Cross Support Into AX Unir $Wom Side 6calF 3 dach skk for hurykane use) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 326/2018 Code Entity or Date Date Date Pendlno Dote j}tg_e Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2017 Gulf Coast Supply & Manufacturing, 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 infoQgulfcoastsupply.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Deslun Sep 4 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 0.032&quot; 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&quot; Gulf Snap 24 Ga. 17&qud; wide Roof Panel 04/122024 Yes Yes N/A +N{A/--131.0PS over 15132&quot; Plywood 4 1&quot; 24gs. Versal-oc 1&quot; Versai-oc 24ga 16.5&qud; Wide Roof Panel 04/12/2024 Yes Yes N/A +N/A/ over 15132&quot; Plywood -138.5PSF 5 1&quot; Versal-oc .032&qud; Aluminum 1&quot; VersaLoc min .032&quot; Aluminum over 04/122024 Yes Yes N/A +N/A! 15/32&quot; Plywood -101.OPSF 6 1.5&qud; 24ga. Gulf Snap 1.5&quot; Gulf Snap 24ga. 16&qud; Wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -116.OPSF 7 1.5&quot; 24ga, Versal-oc 1.5&qud; VersaLoc min 24ga. 16&qud; wide Roof 04/122024 Yes Yes N/A +N/A/ Panel over 15/32&qud; Plywood -123.5PSF 8 2&quota 24ga. Megal-oc Min 24 Ga. 2&qud; Megal-oc 18&qud; wide Roof 04/122024 No Yes N/A +N/A/ Panel over 15/32&qud; Plywood -108.5PSF 9 24 Ga. Gulf Lok On 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/A/-93.5PSF over 1x4 Wood Purlins over 15/32&qud; Plywood 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/4&qud; Snap Look, 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 Rod Panel over 15/32&qud; 04/122024 Yes Yes N/A +N/A/ Plywood -156.5PSF 13 26 Ga. 5V Cnmp Min 26 Ga. 5V Crimp over 15/32&quot; Plywood 04/122024 No Yes N/A +N/A/-131.PSF 14 Ga. 5V C nm 26 n P in 6 a 5V Crimp I e 1 4 Wood M 2 G C m Roof Pane over x od p 04l122024 No Yes N/A + N/A/ Purlins aver 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/A/ 15/32&quot; Plywood -161.OPSF 16 26 G& Gulf Lok Min 26 Ga. Gulf Lok 16&quot; Wide Rod Panel over 04/122024 No Yes N/A +N/A/-63.5PSF 15132&quot; Plywood 17 26 Ga. GuIfPBR Min 26 Ga. Gulf PER Rod Panel over 15132&qud; 04/12/2024 No Yes N/A +N/A/ Plywood -154.7PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of2 328/2018 Quality Assurance Approved for Use Approved for Use Impact Design Sep # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 26 Ga. GuIfPBR Min 26 Ga. GulfPBR Roof Panel over 1 x4 Wood 0411212024 Yes Yes N/A +N/A/ Purlins over 15/52&quok Plywood -151.7PSF 19 26 Ga. GuIfPBR Min 26 Ga. GulfPBR over 15/32&quot; Plywood 04/122024 Yes Yes N/A +N/A/ -154.7PSF 20 26 Ga. GuIfPBR Min 26 Ga. GuIfPBR over 1x4 Wood Purins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -151.7PSF 21 26 Ga. Gu1fRIb Min 26 Ga. GulfRlb over 1 x4 Wood Purlins aver 04/122024 No Yes N/A IN/AI 15132&quot; Plywood -164.2PSF 22 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -159.2PSF 24 26 Ga. GulfRib 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. GUIfRlb Min 29 Ga. GUItRIb over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15/32&quot; Plywood -123.5PSF 26 29 Ga. GulfRib Min 29 Ga. GulfRib over 15132&qud; Plywood. 04/12/2024 No Yes N/A +N/A/ -14&0PSF 27 29 Ga. GulfRib Min 29 Ga. GulfRib over 1 x4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 7/16&qud; O.S.B. -101.OPSF 28 29 Ga. GulfRib Min 29 Ga. GulfRib over 7/16&quot; O.S.B. 04/122024 No Yes N/A +N/A/ -116.OPSF Search Criteria Code version: 2017 F L #: 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 .y 1F as ,�'^`�' t',,,�"*�^'. 2N..' * ""� ,,.,- >•<> W x'fs �� '"h. �-'- N v"Fr` ! "-v... c ::?.. .v. ....r. :... .... A3 HD210-2 _._.._...__.. ,• n n rm i nn > w , t , FL17244.1 - - FL17232.3 , _F } `�• ,. �r � .. u r. , .. ss. ESR 3455 - - ESR-3445 "__-.-."..__-__._. v r+ ,. ,. , '."C3 . _. 12/31/2020 12/31/2020 ;y .1 ,! `� ; ... .. A23 HU210-2 ,. 'i_- .#, u :. -.$Y., 1,,.. ... FL10446.2 FL10856.4 Q;t Y- ,i. a;.i a w,-.. a-:, . � ..r; fix. a 53�..,. ESR-2606 ESR-2549 2 12/31/2020 - - 12/31/2020 HD212-2 171-17232.3 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 12/3112020 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 12131/2020 HU28-2 FL10856,4 ESR2549 12/31/4020 HD410 .._ HD412 FL17232.4 ....... . -. - - - -- FL172_32.4 ----_.... ESR 3445 - ESR 3445 12/31/2020 12/31/2020 HU410 HU412 FL10856.9 FL10856.9 ESR-2549 ESR-2549 12/31/2020 _.-....._.._..... 12/31/2020 _ _ HD610 - HD0410 FL17232 4 FL17241.7 - _ _ ! _ ESR-3445 - "ESR-3444 -- _ .__.-_12/31/2020 _ 12/31/2020 HU610 HUCQ410 FL10856.10 FL11468.11 ESR-2549 SIM200804 12/3112020 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 121 Y112 220 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 HTT16 - HTT48 FL17324 2 -. - .... FL173_24.2 Evaluation Report ._..... _,.._ .... ....... Evaluation Report 12/31/2020 12/31/2020 HTT16 HTT22 FL11496.1 FL11496.1 ES-0130 ES-0130 12/31/2020 _ _._ ..._.... 12/31/2020 __- HTW16 FL17244.8 ......_.-."--�-- ESR-3455 __ . _ ...- 12/31/2020 HTS16 FL10456.22 ESR-2613 _. _._...� 12131/2020 HTW20 FL17244.8 ESR-3455 12/31/2020 HTS20 FL10456.23 ESR-2613 12/31/2020 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 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 HTSM16 FL11473.11 SIM200802 12/31/2020 HTWM20 FL6223.2 Evaluation Report 12/31/2020 HTSM20 FL11473.11 SIM200802 12/31/2020 HUGT2 FL6223.3 Exaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12/31/2020 HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456A9 ESR-2613 12/31/2020 HUS210-2 HUS212-2 HUS26 - FL17232.6 FL17232.6 FL17232.6 ESR-3445 --- -- ESR-3445 _ ... _....__...12/31/2020 ESR3445Y--- - 12/31/2020 12/31/2020 HUS210-2 HUS212-2 HUS26 FL10856-R4 FL10856.11 FL10856.11 ESR-2549 ESR-2549 ESR-2549 12/31/202....... 12/31/2020 12131/2020 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 12/31/2020 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS2102 FL10655.107 ESR-2549 12/31/2020 JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR 3445L 12131/2020 US26 FL10655-1 11 ESR-2549 1223112020 - _---- JUS26-2 JUS28 - -- FL17232.11 FL17232.11 " - - -- --- - - ESR_3445 -- - ESR-3445 _. 121 / 02 312 0 12/31%2020 U 26-2 L S WS28 FL10655. 2 11 FL10655.113 E R-2549 S ESR-2549 12/31/2020 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 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 12/3l/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 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 12/31/2020 LSTA24 LSTA30 FL17244.18 __..__ FL17244 18 ESR-3455 _.... _ -.-. ESR-3455 - _.....__-- 12131/2020 12/31/2020 LSTA24 LSTA30 FL10852.4 FL10852.4 ESR-2105 ESR-2105 12/31/2020 12/31/2020 ... LSTA_36 - LTS19 FL17244.18 I...-------- F1-17219.2 ES_R-3455 -- ER-0200 12/31/2020 12/31/2020 LSTA36 LTT19 FL10852.5 FL11496.3 ESR-2105 ER-130 12/31/2020 ------- -- 12/31/2020 LTS20B FL17219.2 ER-0200 12/31/2020 LTT20B FL11496.3 ER-130 12/3112020 LTT131 FL17219.2 ER-0200 12/3l/2020 LTTI31 FL11496.3 ER-130 12/31/2020 LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 171-10456.29 ESR-2613 12/31/2020 WGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 rv1P4F ...... ..... ..............................._........................_..._..._..._.......... MPS FL17244.23 -._. _. _._ ._._..... .... .. ..._.........._.......... - ... IF - 44.24 ........__..._...................._. FL17244.22 ESR-3455 -._..._._.-.-......_._...._._._._._.._.._.._..--......._..-- - --._"._._......---.... ESR 3455 ESR-3455 12/31/2020 -----`........_ 12131/2020 12/31/2020 A34 LTP4 LS50 FL10446.3 FL10446.19 FL10446.16 ESR-2606 ESR-2606 ESR-2606 12/31/2020 -----........_......._..........._._. 12/31/2020 12/31/2020 _......._�MPH3516 ---FL17240.3 --ESR-3447-- _..._..... _-...__ 12/31/2020 WM1416 FL10667.86 ESR-2615 12/31/2020 MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 12/31/2020 MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/3l/2020 MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA36 FL10852.9 ESR-2105 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 171-10852.11 ESR-2105 12/31/2020 _ MSTC52 _ _ FL17244.26 _ _ ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 .._.. MTW12 MTW16 FL17244:8 FL17244.8 ESR-3455 ___._ -- ESR-3455 ___... _ .. 1-2/31/2020 12/31/2020 MTS12 MTS16 FL10456.33 FL10456.34 ESR-2613 ESR-2613 12/31/2020 _ 12/31/2020 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 12/31/2020 MUGT15 FL17240.5 ESR-3447 12/31/2020 MGT FL11470.9 SIM200803 12/31/2020 NFM35X12 171-578.2 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 12/31/2020 HDU2-SDS2.5 GLTV3.516 FL10441.4 FL10667.8 ESR-2330 ESR-2615 12/31/2020 12/31/2020 FL17219.3 ...__-ER 0200 12/31/2020 FGTR FL11473.2 SIM200802 12/31/2020 PHXU3516 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 12131/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17236.3 ESR 344 8 12/3112020 1-110-2 FL10456.7 ESR-2613 12/31/2020 RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2613 12(31/2020 RT16A FL17236.2 - 8 ESR 344 12/312020 1 H3 FL10456.13 ESR-2613 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 FI-10456.15 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 RT8A FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2613 12/31/2020 SP722 FL17244.30 ESR-3455 12131/20201 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 FL10456.44 ESR-2613 12/31/2020 SPT6 FL17244.32 ESR-3455 12/31/2020 SP8 FL10456.45 ESR-2613 12/31/2020 _ S_PT8 _ SPTH4 ........ .SPTH6 FL17244.32 ---"-------------._._._............-..- .............-. FL17244.32 FLZ44 32 ESR-3455 .__.....---------------._...._._......__.._.__.__.__...-------....-'---.._....._..._._........_._...-- ESR-3455 .......... ESR 3455 12/3112020 --._........__ 12/31/2.0.. 2..0 12/3112020 SPH4 SPH6 SPH8 FL10456.46 FL10456.47 FL10456.48 ESR-2613 ESR-2613 ESR-2613 12/31/2020 .-._...._.._..........._.. 0.._... ._. 1122//3311.//. 2_2...022..0 -- SPTH8 FL17244.32 _ _ ESR 3455 12/31/2020 U24 FL10655.141 ESR2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10655.3 ESR-2549 12/3112020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12131/2020 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 FL17232A6 ESR-3445 12/31/2020 HDQ8-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 THDH414 FL17232.16 -- - ._--._..._._ FL17232.17 ESR-3445 ...._.__.......................... --- - --- - --- -- ._,_... - ESR-3445 12/31/2020 -- - .-...._ 12/31/2020 MSTAM24 MSTAM36 FL11473.19 FL11473.19 SIM200802 SIM200802 12/31/2020 _....-..--- ...._.. 12/31/2020 UGTS3F _ -- UPHD8 FL2033.1 FL17219.5 Evaluation Report _.._.. -- ER-0200 -- _..__._ 12131/2020 _ _._... 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 - - LGUM262 FL11473.12 SIM200802 12/31/2020 ji PRODUCT APPROVAL SPECIFICATION HEET Zo s1 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Cabe gory1Subcate ory 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 12/31/2021 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 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) T) FL20461.14 + 67.0/�7.0 f I� 12/3112021 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, ClassicCraft, 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) FL16279.85 +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 LOUVERED DRS Curries Division ofAADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 PGT Series 5500 FI-239.7 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 6520 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 Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12131/2020 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment 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 9/9/2026 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 12/31/2020 F. METAL ROOF Gulf Coast Supply& Manufacturing, LL 0.032" Aluminum Gulfl-ok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANEL S G Protection Products Global P on Galvanized Steel Storm Panels FL 5076.1 - 5076.2 1FL1 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 N/A 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 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 of the product approval, 2) } I APPLICANT SIGNATURE DATE N N U) ^\ W o U L N L � O O C co C CD M in 0 �O O - N t0 O _ C-J L.L � w CU .� C -0 CU E 0 C (l Q Fr UJ J ^�^,J ^W W co 0 0- 9 NS: ®I■III ■II�I� ! I r 11 SHEET NO. PA 1.0 a--e N -Cu -0 L O }, Q O CIO co o u.. .� -� O O fy LL L O CIO Q f"- U) Q ■ O ■ ■ U) O O U O V V, U W WW G Q Z Z a J SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Page 1 of E Florida Department of Business & Pro fessional Regulation Pa9aawa Building Codes and Standards 1v1vzole Building Codes and Standards 1v1vzola Florida DepaMtent of Business & Professional Regulation Peps f al Florida Department of Business 8 Professional Regulation pope lot t Product Approval Application Detail Product Approval Application Detail Building Codes and Standards Product Approval Application D4ltall lwrmte Building Codes and Standards Product Approval Application DataU +/uJwa $r9.ge rJfge j(g�gry Manuhelurer Entity or Contact and! neer& Lleanae Yalldded By Qjtq, 1):gt4 Dele Pendlna Vellea[ad Submitted FBC Aooroval Q,tg Aooroved �( �A ZYBe Venlon Manufiduror Entity or Contac! Enalneer aLicenu Validated By gg(g, ))�(q Date Pending Validated Submitted FBC Aooroval fjAq, 8egL4yeg diatga Revision 2017 Thanna-Tru Corporation Pick VdlgM Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 1W152077 07/1712017 70M8201T 12/722017 Approved Revision 2077 Therms-Tru Corporation RIckVA1gM Lyndon F Schmidt, RE. Ryan J. King, P.E. 12/1321177 12/132017 12212017 02{1311078 ApProtred � ' Enther or � � Deb PokKft � � onm •g � DAMPandlitat � Florida Department of Business & Professional Regulation Page 3 of3 Florida Department of Business & Professional Regulation Page 1 of I Florida Department of Business & Professional Regulation Building Codes and Standards 120/2020 Building Codes and Standards i2o2020 Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detall Cod. Entity orDate Bs! Date Pending Data t Ere v or e Date Pending e Lida@ '� "Ia1a4112 20 Eddes Version Manufacturer Comae Engineer & I.loeree Validated By Validated Submitted FBC Approval Apoowd status verse � Version Manufacturer Contact EnalnaerBLicense Validated fir Valltiffiad Submitted FBC AmrovW Aporowd stalls. Iyaa holes erpudWunL ColsesL EDpIesM.A11�e Weaned Br Revision 2017 GAF Michael Sian Robert Nieminen John W. Knezevich, PE 12/i mi 12/112019 12/182019 ding FBC Appr- Revision 2017 TAMKO Building Products, Inc. Kam Eden Zachary R. Priest Locke Bowden P.E. 10/192017 10/05/2017 10202017 12/122017 Approved Revision 2017 LV. Thompson, Inc. Obe Thompson Arohkealual Tmy Chrws Zachary R. Pill Locks Bowden Category: Roofing (600) 766-3411 PE-59166 (954) 772-6224 Category: Roofing (417) 624-6644 PE-74021 (334) 300-1800 MWWe Company (TAMCO) (813) 248.3468 PE-74021 (33q 300-1800 Subcategory: Asphalt Shingles metieh@gef.com Subcategory: Underiayments kern eden@tamko.com CWpory: Rooting 1onytililgomsfamiall; .corn Contrails— Method: Evaluation Report from a Compliance Method: Evaluation Report from a 9ubCdogny: Roo1Ng Aoosseorin that ors an Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Integral Part athe filtering system Professtonel Engineer Praesslonal Engineer ComPuwee Ysarod: EwteWbn Report from a 0124•R25 - -. - - - Florida Registered Architect or a Licensed FMrlds FLW ProdUar . :. :. _ : �(.i328-Ra Promets Profatbnal EeWnssr Quality Assurance Approved for Use A—gi fur Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Dall FL#IMUU Products A29A Product Made], Number or Name Product Descrption Cordrect Exa[ffilan Date In HVHZ Outside HVHZ Resistam Pressure Sao# Product Model. Number or Name Product Desrip0on Contract Expiration Dffie In HVHZ DuWda HVHZ Resistant Pero,,,, Pale l at II F"l. gals gala Dab Pang Data YMM d au9mtlld FBCAoomvd Apmontl AMR tOlt 02ot7 10/1oll 10/172017 12n22017 Approved I GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, Stab and 12/162022 No Yes N/A N/A 6 No. 15 UL Asphalt saturated organic felt 10M82D21 Yes Yes NIA N/A Amtmredlatges Ap ed M Use Mmad 22WM hipMdge asphalt shingles aesa Proill ModeL NUMbN W Name PrOduart Doolighadon Ia11Yl1i Dlt1 tMafatad PMOa 1 TAMCO Fig Top 011141Mge Vent wall Bailie for TIM 26 go. steep rod verbal with belt 0110912028 Yu Yw WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail I3afM"U 29di Enft or has version vagiagaggat contest E#Lkaou v.uard IN P—MM 2D77 LV. Thompson, hall dal Thompson Amhftcturel Tory Chrkarmn Zadary R. Prod Local Sweden Mel Company (TAMCO) 1113) 2483456 PE-74021 (334) 300.IWO CW WT. ROOM "Ogwowk0abg.00m SubCabm: Roofing Accessories that W an lotsgral Part dthe Roofing system Canpffn Mdhed: EveluatlW Report from Florida Regkgered Arditd or a Umna d Florida Pmfnslonat Engineer Pale I or I 1152,118 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FI,tl4Yl9�i 20 Data Dallas POndirA 210t 229e Ermly or maid" allhmtled FBOAoamtal ApKewd AM= isle Ymlln hisadifiligggsEm AJk� v uar.aey 1011OWIT 10MOM17 101`172017 121122DIT Approved Revision 2017 L.V.Thompson, Inn ba Thompson Archttactural Tony ChrWman Zachary R. Prlwt Locks Bowdon Metals Company (TAMCO) (813) 2463456 PE-74021 (334) 300-1800 Colossi Roofing tony®gomWkooling.mm SubCabgmy: RooMg Accessories that are an hdagral Pan dthe Rooll, System llompihmco M.thod: Evaluation Report from a Florida Registered Architect or a Lkenwd Flodda PrpfsssionW Engineer foMSM Products P.O.I a i 11 fill I Data gain Di Pangaea Data 22a Yiltla6a agiffid id FWAntoci Am®9d atafta bra V..I- maggialialifix 10fiGMT IGM02017 10/172017 12/122017 Approval Revision 2017 Florida Metal Products lac. Categoric. Roofing SubCabgwy. Roofing Acaesearbs that are sit Irate l Pal dthe Roofing System Conpaance Modial Ewkation Report from a Florida Registered Archasd or a Llansed Flodda Profseslonol Engineer FI"SWAI Products Quality An� •/glteg Aoowed tart. LmesM Design QULUV Aisumnw Allotssal film Use Approved for this wmvgt Donlon a" PmerrdUM.Humbwwkw ores! Product Modol. Number or Memo Product Das@edOW 299WMLLMWNoaaw In HVNZ D.Mklo HVHZ ! Pressure aaa2 PmArd YoM. Nueasr a Nema plug Destruction Colonel fascination DNM In NVNZ cubim lllag 1Maidam PL>caun 3 3- FLANCO&qud;RV 10 Ridge VentBqual; 3 TAMCO 014Wp Rod Wmwfih Bafite 26 ga. static rod ventilator with atagra0ed belt 09/09202a Yes Yas WA WA 4 TAMCO Round Top 1Nf4tklge Vent with BafM for Too 26 ga. datic roof veneMtor with bWM 09/=M8 Yee Yw WA WA Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 1=020 Product Approval Application Detail Code MAIN or 241 Date Ode Pending Data Sae Version Manufacturer Contact Engineer & License Validated By VWitlWed submitted FBC Approval Arproved Status Revision 2017 Bore) Rowing Anderson Robin IAPMD Uniform Evaluation Gery W. Walker 10/182017 10106=7 1 W112017 Approved Category: Roofing (801) SSO-6091 Services LLC. (205) B54-0160 Subcategory: Roofing Tiles RobinAnderson@boral.. Compliance Method: Evaluation Report from a m Product EvelWI. Entity Fti)7lifil 1 Products OuaiiH Assurance Approved fair Use Approved for Uss Impact god ae9.8 Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pleasure 16 axony 900 Flatr e- Rialto, CA o . 17 Sal900-Country Slate, Hertford Slate, Shake, Slate, Flat Profile -Stockton, CA 121312,20 No Y as N/A NIA Split Old English Thatch 18 Saxony 900- Country Bill Shake&—p; Slate Flat Profile -Henderson, NV i2ni2020 No Yes N/A NIA 19 Saxony900 - Cantry Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales, FL 12/312020 No Yes NIA N/A Shake 20 Sol 900- Shake &amp; Slate Flat Profile -Lathrop, CA 121312020 No Yes NIA WA 27 fl vuu e ium o a- enver No es 28 Ville 900 Medium Profile - Lake Wales, FL 12/312020 No Yes NIA NIA Florida Departrnent of Business & Professional Regulation Poo.1 of I Building Codes and Standards tv"Is Product Approval Application Detail B Cde Eam 20 gMa Data P dim 21M mu version tYmfactum Coahm vWkidWBy Valldobd twiwm FBC Political Aowod too Revlslon 2017 I7W Building Composed Group hro. Bull Lawb ICC Evaluation Sella, LLC NAlam M. Ranieri, PE 09H92017 OM2017 09/212017 Approved Category: structural Components (847) 918-0473 (407) 881.1917 SbCab": Tray Meal WOWWGS pinefiw.mm Complance Mothed: Evaluation Report from ■ Product Evaluation Entity DiseasetlflOes Apa[a(dfair U, Mahn D-k. Ears! P talaBli D t bm H a¢ tMatatam Prow- 2 ITW BCG/AlpIn. Helga MW Meted Connector P" 12/312022 Yea Yea WA WA FLMff b gm tea! YaDdon 1lesifamlrsc Review 2011 Mrrek IrMuer" an Category: Structural Component$ aubCales": Trim Plans Compfianes M*md: Evaluation Report from a Product Evaluation EWey nAlff4M Produces aes.F PraaatModel. Nuber or lame 2 Mill Is Itesmncmat Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Enm w 20 !de Dd§Pmdm 20 Centel E,,des .A.Usages Yalu Yank" aWmtlOd FDCADDmW Age Am& David Wed IOC Ewkeallon servo, LLC ICC Evaluation Service, 1 WIV A17 10/19=17 1411 Approved (314)$61-7490 LLC. dwerlQMi.com (205) s99.9800 Dw Anrovedfor Use Aesrieved forrles Voted Detian Product gessdeum Confined ExWradm Data it, mmt oum" tDQ& lMatatant !assure 16 ga. truss connector pea 01101)= Yw Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 of 2 if102020 awl ELftty or Date gat Date Panama Date T es Version Manufacturer Contact Endneer & License VWIdeled By Vazldred Submitted FBC Approval Approved Status Edtalal 2017 Wayemaeuser Rob Baldwin ICC Evaluation Service, LLC lsn Lehrer, P.E. 04N7/2019 03222019 04N8/2019 Approved Change Category: Structural Components (253) 924-6476 (608) 839-3288 SubcWegory: Engineered Lumber Rcbert.Baldwin@weyerha Compliance Method: Evaluation Repot from a euser.com PLk8527.RlD pr.d.Lis Product Evaluation Entity 0ea a Product Model. Number Or Name Product Description Quality Assurance Contract Expiration Dale Approved In for Use Approved III for Use Outside HVHZ Impact Resistant Design Pressure 1 Microlli m LVL Laminated Veneer Lumber 03/312021 No Yes N/A NIA 2 Parallel PSL Parallel Strand Lumber 0311 No Yea N/A N/A 3 TlmberStrand LSL Laminated Strand Lumber 031312021 No Yes N/A N/A 4 TJ Rim Bond Structural Composite Lumber or Oriented Strand 03/312021 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312021 No Yas N/A NIA Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards 1,1=1e Product Approval Application Detail Enft or Ra no rote Pending Deb spa EodoesLiJJesnes VWidefsdBr Ydd d allhmtad FROA—ssl App@!d ama Clerk Jwas James L Bucker, P.E.@ Mitt" John Rbmr, 10r26W7 10/082017 10/27/2017 121122017 Approval (904) 783-0400 CBUCK EngNeeMg P.E dnkCp m .cam PE31242 (561)414.7557 go.A-um— Am dlmUM Approved for IM lRum RD" Cmd alDmriodm Confined Excitation DIU InHWQ Du l HVHZ PA&ku t Finites Aluminum Ridge Veal for pkdmd roofs fabricated 12/312020 No Yes No WA from 0.02V Akeninum Florida Department of Business & Professional Regulation Pra. t a I Building Codes and Standards ++a Product Approval Application Detail Sdda EreIM.o[ gale 2da Data PwAhw go tees Yarslaa ItaOY[fdmR[ COF"d EDaWM.a.LLesnes Ventilated By ydpggp agtlmWd t1 e000ma 3tasa RevWon 2017 LV.Thompson, Inc. tlbl Thompson Archbdural Tony Christman Zachary R. RAN Larks Bowdon 10n0W17 101D2o17 10117=7 12/12I20t7 Approved Metals Campo" (7AMCO) (813) 2483488 PE-74021 (334) 300.18M Cetegary: Roofing icny®gomWhaoMp.com aohCobgory: Rooting Accessories thal sure an Irate l Part dthe Rwft system Complain- Wall Evaluation Report*am a Florida Rapb*W ArdMW or a Lkanaed Florlds Pmkselonal Engineer BAIIIIAIUfmglmk Du�t�ma Actor Approved for Use kma Resin aaa.F In L0VINK Queside lllaS 1 Premium 2 TAMCO OoOsial Vent gaga. 011109M 6 No Yes WA +N-ail Building Codes and Standards Product Approval Application Detail Page I of I i/7/2019 Bill or Data Data Daze Pam mg Data Code lyae Version Manufacturer Contact Endneer&License, Validated By Validated Submitted FBCAgomva+ Approved Status Revision 2017 Lorrain., Inc Andnal Carter James L. Buckner, P.E. Steven M. Urich, PE 04/092018 12/182017 04/152018 06/122018 Approved Category: Rai (501) 982-6511 PE-31242 (71lr) 317.8454 subcategory: Roofing Accessories that are an scarier&—ncc.com Integral Part ofthe Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer uct4 R.LX.ti382 2 too , .. Quality Assurance Approved for Use Approved fair Use Impact Design Sea# Product Model. Number or Name Product Description contract Excretion Dale In III Outside HVHZ Resistant Pressure i Deck-Alr?r DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/102021 No Yes No +97.51-97.5 Mechanically Attached to Plywood Deck, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 oft 1/2012020 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 sit 1202020 l No I! ffiffi Code. Emkv or pg@ �{g, Data Pending Daze Coda Entity or us Dag Data Pencil Data Fl,e1 -920 Type Version Manufacturer contact Enalneer & License Validated By Validated Submitted FBC Approval — status TWO Version Manufacturer Contact Engineer& Wool Validated By Y-g0azed Submitted FBC Approval ¢gggygQ agm mm vml,, 2017 Protection Products, LLC. Tim) Welter A. Tlllit Jr., P.E. Jahn W. Knezevich, PE 09/062017 OefJ12017 09/112017 iN122017 Approved Revision 2017 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Troy Bishop, P.E- 10/18/2018 10/I8/2018 I0232018 12/112018 ApprovedGroupRevision Revision 2017 RW hp. Category: Category: Shuters (954) 689-7545 PE44187 (954) 772-0224 589-75 Category: Shutters (561) 772-9882 PE-0046549 (454) 947-0880 i structural ol—rd : ��I ��W Subcategory! Stone Panels tim.robinsw@gppent.com subcategory: Storm Panels mikeb@eliamelcenshude SubCobsticary; Trtm Pkdw Compliance Method: Evaluation Report from a Compliance, Method: Evaluation Report from a rs.cem Compliance N 0 x: Evaluation Report from a Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Product Evaluation EWfiy Professional R'essianal Engineer -.- -. Professional Engineer PL1N7 4•R2 Products .:. ', .• ,: L#1507b,R5 Protluets ,,, QUWIw Assurance Approved for Use Approvetlfor Use Impact 1MEIm Quality Assurance Approved for Use Approved for Use i10DW Wall alma Product Mod.L Number or lame Sea N Product MatlW. Nurser or Name Protlua Description Contract Eirohatlon Date In HVHZ Outsme HVHZ Reslstam Pressu 919.$ Product Model. Number or Name Product Description Contract Expiration Dale In HVHZ Outside HVHZ Rosistard Pressure 1 nee SMAIpNa Higher Strength (H &amp; S) 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Stomi Panels retained 121312020 Yes Yes Yes N/A 1 24ga Galvanized Steel Strm Panels 24ga. Galvanized Steel Storm Panels 121311 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DOWI Pagel 11=16 "loom 990 Enft Data gals Deb POWWO Data FD F 21111111 BM Ytmtan Camest Engineer &Lbo Yalu Ynddd BL4nNid FOCApprotal Anemyd &fates has VsmI- lit RWlsion 2017 mil Building ComponeW Group Inc Shad lewd IOC EvsMWbn service, LLC Walsm M. Read PE 091192017 09/072017 09121ill Approved Re mm 2017 rrW alleging Componema Group Inc Cams": structural Components (847) 919- 473 (407) 0814917 Category: Structural Components aubC.apary: Truce Pans swarleoolpinallw.wm aubCsagory: Teas Pates Compliance Method: Evaluation Report from ■ CowWUm IM 9ed Evalation Report from a Product EVWUOW Entity Product Evaluation Err* nM999-M Products FL#i9N4t$ Products 2olkAw Aao[mdfor U" A the lmod 211 At" Fm>Xa'd In HVHZ 0Ufti HVHZ R Skt ft Faestes Epp.! 3 nee SMAkIlne Tindall Metal C .neofor pate 12/31/1022 Yes Yes, WA WA 4 n1Y BCaApins Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pale 1 d t 1/52018 FLuln4aa Sa4a saw a 21k Dols paw resulting, Oft FU21ai4M -C9ft hoe Vemlon Songhai contact Engineer ALicense Yalhld" MiNiod AWM d FBC Apmmal Approvd atatta hies Version LiImdM4uar Review 2017 MrTek Industries, an David West ICC Evaluation service, LLC ICC Evaluation service, 101192U17 101191 17 101 17 Approved R.vlsken 2D17 MITI Industrial as Category: SQUlbmal Components (314) 851.74es LLC. cafsgltrYi 81mc1umI Components suhCatpoy: Truro Plstss dwed®mil.com (205) 5994MW aubCWgory: Tnrs Pass CompHom MWhod: E k*lon Report from a MOmd�Ewkatlon Report from a Product EwMWlon En14y Product Evaluation FL/21974115 ProduW FIIJ21974M Products Oud lifiggaild Design AKE Praluot Modal, Number Nwr Product DaModw ntmd m Deft In outd" Hi pm Pressure ores! Product Number or Hum 3 Mriam 19 go. high WerO Ursa connector pea Will Yee Yw WA WA 4 MI smmh Daniel search CIN.I. FLiLl5t4R12 RotkJcte gea a Product Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 02 WO2020 QuWltvAssurance Approved for Use Approved for Use Impact Deal - Product Desoriotton Contract Expiratlon Date In HVHZ outside HVHZ Resistant ur 4, 6, 8, and 12Inch wide lintels 05212022 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Datell Papa I Of 1 4"ll Entlair a Ddt Data pats Panam Rim Contact Engineer & Li� Validated Be Yatld d EWmmd FBOApmvid A� AMM Stuart Lewis ICC Evaaadan service, LLC VWgwn M. Ranked, PE 091192017 091072017 09212W Approved (947) 918-6473 (407) 681.1917 BWNAO"Itw.com OLOWANIUMWA Approvedfor !!es Approved far IMRO Deslm In HIM oubootnw ftl pre MWW Connector Paa 12131a= Yes Yale WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail illegal Il&201. emits or gaps 21M Delta Penalties 21M contad EllIdesulyWMwedar Yadlldd ammatad FDOAoDYDbd Apnwatl sum David Wed ICC Evaluation Service, LLC ICC Evaluation service, 10119=17 10/192017 1W2212017 Approved (314)851-7480 U.C. dwert®m9.com (246) 5994= Goal Awurrhee Approved .for ttag A w ed for Use knpwt Duko Produetaw do0on IB107K t OW"xVl¢ ROONtm ploKm 20 go. truss caeadr pas 0101=3 Yw Yes WA NIA Florida Deper6nent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PLi1774R8 220 EretaL9t Ives Yersias Wififfidsom c4rdw ErAkma pones youdo air Revision 2017 ComnMrWl Coned Products,ma Robed G'Ms THUY H. HUYNH John May cWgory: Smnceu l Components (813) 8594707 PE-80122 OM 588-5311 aulaCMogoal Products Introduced as a Raut of P-tuva noyakoo.con NOW Technology Compiler— Med d: Ewkoffm Report from a Florida Raglstsrod Arddtad or s Uaroad FWMa ProfewloW Engineer Fu177440 Products Pegg 1 a i IMM18 Ra grit DebPindim Dolt Yesded awmi d FWActuard App@>0tl AMR 10014/17 IQn32017 1026=7 12n2=17 Approved Apamrd„ior thas Approved for Uw knom gyp Bath ProaatModW. Nadaror Nerw product Cordceet E.IXwtlprrDW In NVHZ DLL 1 Faesm! 1 Quality Freest or Caramel Can=% Products Forecast and Prestressed Conereas Unlels 0625/2024 No Yoe WA WA PLiN97•Rg coft BM Malcolm Minldlm¢M Ravlsbn 2017 Mrrok lndu*i ,Inc. C cry: structural Components Subcategory: Tn.n Pates Cowolknm Welmd: EwkaUon Report from e Product Evehatlon Er41ry FLMOT4m Products asse pip" mom, Number OrNartr 1 M18sH9 9i21pi-04 hies Ymlore Momdechm Review 2017 Mri industries, Ina Category: Structured Components auIsCWgory: Trues PWn Complance Method: Evokodw Report from a Product EvaMyon EMfiy FlUR211i Products Ing ProductModW. Number or lama 5 MT2" Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P I of I I 182018 Eager car ROR Ra Dde Pandbw Rift S9dad Z09WLVAUNM vefidatsdEW Yam d Awmdm FIICAmrslat AHmmnd AM& Stuart Lswa ICC Evaluation servkq LLC VYHB— M. Ranked, PE =19=7 08072017 09212017 Approved (847) 91841473 (4017) 681-1917 siwls@W)Nnegw.am Approved .for fbs A Land 21WM Product D"tthYJon Confined Rochester DOD lallmi D,dtldeHm LMalgam Frmure Meal Connector Pis* 121312022 Yw Yes WA WA Florida Departgnant of Business & Professional Regulation Pegs I a 1 Building Codes and Standards 115=48 Product Approval Application Detail End v or Data Data DataParallem Rita Contact E-kM aLke� VWki t d By V Md d Ellhmmd FBCAesraal Aporezd alma DeWd Wert ICC Evarustlon SrWp, LLC ICC Evaluation service, l(VIOW17 10flOWIT 10221i Approved (314)851-7480 I.L.C. dwert@mA.can (2061599-M Ammyd.for .We Approval for the lmpgd Desim Product DuerhAlon Contest Expiration Dole lin OL*" 11111112 gn� p� 18 ga, super high Wrorgth tree annector pats olfor 23 Yw Yale WA WA Florida Department of Business & Professional Regulation Pa i a 1 Building Codes and Standards awls Product Approval Application Detail Em&[s[ Rita Daft Bolt pending Ra contact En,inm&Lia YWWOdBy Valued Julastld FBCAmamd Appmxd AMR David Wed ICC EveluOlon Service, LLC ICC EvaluWbn Sender. 1011 W1017 10119I2017 lWai 017 Approved (314)851-74a0 I.L.C. dwertQmil.crn (205) 598.9800 LOdY[a� Ap od for Use Ap edfor LW IM21d D,dm In DealtlYflt Premium 20 go. high strength truss connector pled o7/o120W Yes Yes WA WA N N U N Q 0 O CD CU C O U— O MCQ O C— /`�/^� co Q Cn 0 CIO Cn 0 C/) CO O L 0— U O L V0- '^ 'W V, U m cw G Q Z Z Q J SHEET N PA 110 2 i a 9 0