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HomeMy WebLinkAboutApproved PlansC C Cv rR�n DOOR SCHEDULE I WINDOW SCHEDULE SYMB TYPE DESCRIPTION Q PRE -HUNG I INSUL. MTL. ® PRE -HUNG HOLLOW CORE © PRE -HUNG HOLLOW CORE PRE -HUNG HOLLOW LOUVER © PRE -HUNG HOLLOW LOUVER © SLIDER TEMP GL. © PRE -HUNG HOLLOW LOUVER HARDWARE LEVER LEVER LEVER LEVER LEVER 1[30I0 LEVER CLOSURE N/A N/A N/A N/A N/A N/A N/A FLOOR PLAN SCALE : 1/4"=1'-0" EXISTING 8" CMU WALLS TO REMAIN IN PLACE WITH 4" CONC. SLAB WINDOWS AND DOORS OPENINGS TO REMAIN IN PLACE AS IS CABINTS 0 7'-0" AFF TOP ALL FILLED CELLS ARE AS SHOWN. SEE BUILDER FOR CABINET BLOCKING HT. ALL WINDOWS ARE AS LABEL. 20 MINUTE FIRE RATING: 1. NO DRYWALL ON GARAGE CMU WALLS. 2. 20MIN.FIRE RATED DOOR TO LIVING AREA W/ SELF ENCLSURE DEVICE. separated as required by Table R302.6. 3. J" SAG RESISTANT CEILING "X" TYP. DRYWALL BOARD ON GARAGE CEILING. separated as required by Table R302.6. 4.%" "X" RATED SAG RESISTANT CEILING DRYWALL BOARD ON CEILING,AND WALLS TO LIVING AREA IN GARAGE 5.ALL WOOD AND WOOD BASE PRDUCTS SHALL BE PROTECTED FROM AND AGAINST DECAY. 6.ALL EXTERIOR SHEATHING AND SIDING SHALL BE A MIN. OF 8" ABOVE FINISH GRADE LEVEL, AS PER FBC R317. Area Tabulatuons Living: 1st Floor: 1362 sf Total Living: 1362 sf entry Porch: 81 sf Total Area: 1443 sf SIZE SYMB TYPE DESCRIPTION SIZE NOTE 3'-0"x 6'-8"x 2'-8"x 1-3/4 6'-8"x � SINGLE -HUNG CLEAR GLASS (WHITE FRAME) 3'-0"x 5'--0" LL BEDROOM WINDOWS ARE EGRESS PER 107.2.3 2014FBCR 2'-6"x 6'-8'x 0 SINGLE -HUNG CLEAR GLASS (WHITE FRAME) 3'-0"x 4'-0" 1-3/4 © SINGLE -HUNG CLEAR GLASS (WHITE FRAME) 6'-0"x 4'-0" 2'-O"x 6'-8" x 1-3/4" 4 O SINGLE -HUNG OBS/TEMP WHITE FRAME 4 -0"x 4'-0 „ 3'-0"x 6'-8"x 1-3/4" OCCUPANCY SHALL COMPLY WITH ACCESS CHAPTER 403.2-404.2.4.4 OF THE F.C.B. REQUIREMENTS j4" 6 —$ x BUILDING MEETS ASTM E 84 AND ALL FLAME SPREADS AND SDI(803.1.1 THUR 803.9 REQUIRMENTS CLASS C : FLAME SPRED76-200 ; SMOKE— DEVELOPED 0-450 6P 8 ' 1 s 4 Interior wall and ceiling finish materials shall be classified in accordance with ASTM E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke —developed indexes. ROOM FINISH SCHEDULE NOTE; DESIGN SHALL MEET WALL, CEILING AND FLOOR FINISHES CHART FBC 803.9, 804 AND 80 ALL FINISH MATERIALS SHALL MEET ASTM E 84 OR UL723 803.1.2.1 ROOM NAME FLOOR BASE WALLS CEILING REMARKS N S E W MTRL HGT BEDROOM#2-#3 CARPET WOOD GYP GYP GYP GYP CEILING GYP RD, PTY 4'X12'IO 8" / MINERAL BOARD, NON-DIRCTIONAL FISSURED,MEDIUM ECLASS A, TEXTURE, FLAME FLAME SPRAD CLASS A 10'-0' ALL GYPSUM WALLS TO BE KNOC DOWN TEXTURED ALL INTERIOR WALLS TO BE FINIS WITH LATEX SATIN PAINT &PRIM MASTER BEDROOM CARPET WOOD GYP GYP GYP GYP 10'-0' KITCHEN TILE WOOD GYP GYP GYP GYP 10'-0' BATH TILE _ 1O'-O' STOR. 108 TILE WOOD GYP GYP GYP GYP 10'-0' FAMILY ROOM CARPET WOOD GYP GYP GYP GYP 10'-0 CARPET 260Z, LOOP PILE, GLUED DOWN DIRECTLY TO SLAB WOOD 4" BASE GYP PAINTED, GYPSUM BOARD 10 CONCPG.L'u rA,STerERE OR A1ACHMENTS ARE THE REOPCN'1I11I1ITY OF THE CONTRACTOR OF RECORD THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (Int.) WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING IL 113 ST LUCIE COUNTY BUILDING DIVISION NEVILWED FOR c0 OE REVIEW? B DATE PLANS AND PL MIT MUST SO KRPT ON joa on NO INAPROYION WILL 11 MA01 THESE PLANS AND ALL PROPOSF,O WORK ARE StUIEOT TO ANY CR,r"ACTIONS REOLUREkI CY FIELD INUMCTWS VAT MAY I,@ NECISOARY IN ORDER TO OQMPW WITH ALI, AAPLIOAIJ 0008111s W U Z Q Q O a Z_ ❑ Z Q o U b � OrL ❑WW LUdo N Egg OFF UU0O moo z M LU U) 0 zjZ LU m ��8m QOQ �zm Q0 �" O-O QO Ci WFv vE Lbw W W FEE ozir LL� 0 Wig �9CD ❑5Z amo OZ o ❑ LObU LL Z W" evs ZLL EIS aW❑ oaz 000 012 _ (V Q M_ i E Q Q ��O O Z �❑ LU COIr O(C) 15 u)r� ZZ LLI ga �`c 4 �o LO H~Lq n C C ff O+ UU a € II H ir LU LU SOW - ZW ON o.c N vi 12 E W Za m� W Y 4 F_2 Zrc0 Fra-U UZ Jul Z<t � LL� wo'`s ado WZW 5iDr Ca 00 *�n War[ C7 ❑ �Wm Q❑N C0 Z Z S z_iw }z W 03a o �_ £8e WQIr i- a D mn T w Q sg8 6j9z ncc 90 mm z�z Z -~iv8 r — Z(+J0 38 rips to85 W W II OLU �a CE ZOO Z J U) TU` , a W Q WNW st raw) �a o�s .L J M W 'T 0 �7 CD o o U CL) N � O VoM�Q 0�/� V) C 0 L� O vJ rn Z Q W U) O =3 a) r Z m d N Q C z C N Ln J rn V _ W ~ O L5 N W A -I t TILE 18 X 18 CERAMIC TILE MTL METAL PANEL, VINYL BACK INSULATION OF SH TYPICAL 7/8" STUCCO FINISH OVER 7/16" OSB SHEATHING WITH WEATHER -RESISTANT SHEATHING PAPER AND PAPER BACK WIRE LATH WEST SIDE ELEVATION SCALE : 1/4"=11—O" TYPICAL 7/8" STUCCO FINISH OVER 7/16" OSB SHEATHING WITH WEATHER —RESISTANT SHEATHING PAPER AND PAPER BACK WIRE LATH TYPICAL 12"x48" MTL OFF RIDGE VENT TYPICAL 5/8" ,STUCCO FINISH A OVER 8" CMU STUCCO FINISH OVER 8 CMU SOUTH SIDE ELEVATION SCALE : 1 C OR PLASTIC WEEP SCREEN TYPICAL 7/8" STUCCO FINISH OVER 7/16" OSB SHEATHING WITH WEATHER -RESISTANT SHEATHING PAPER AND PAPER BACK WIRE LATH JVI\LLIY 1 VI\VI 1 TYPICAL 5/8' FINISH OVER 1 4 STUCCO 8" CMU EAST SIDE ELEVATION SCALE : 1 /4"=11—O" 81-011 HT. FIN. FLOOR TYPICAL 12"x48" MTL OFF RIDGE VENT 8•—Osr PL. HT. 1211 M SCREEN PORCH ROOF VENTILATION CALCULATIONS 1 SF. OF NFV. = 150 SF @ 1443 SF = 9.62 SF. OF NFV. 1 VENT = 105 SQ. IN. OF NFV. = 8.75 8.75 / 9.62= 1.09 VENTS w U Z Q H 0 a 2 O Z_ 0 Z Q U Y Q(Dw Lu 0UO zCEo °0 00N mIL xwLJ 0 00m Q O�O LLJ ZLL z¢ 0—Q EiOZ amo N Lo0U oaz NU)Q OZO: WHO Xa0 Lu CEO 000 c/)r LZ0 LLJ Q» Ldu)IrLo Z+ 611 �0Z wUU 0F_W Fra0 W 1) Q Z co W Q m F-a (nOZ F- ww OZCrZ Z cr) ir Wzu W m Z�O ODU Zw< WCl) a 0 ❑ G Lu OT b 'A C �a i ow� Lu EFL£ � mQ€ O Lu �:a LU roa"a U. O a „ O Z LL Z @°E Wog W D NV Z U. 14 Oo Cm � o r C °pNO �C� N jFo� 0 O v� Z W 3iE w Id 8 m W W md€ Ws g Z W 0 a LD O N °N° v -mn c' c 3 w� $� fs CD zz Qom' JLn �- LLco m a CDr m 00 Wm 0 0 N uj z us c5 �mg z Oda NOd pf! °5 aE ac9 O _ 1 R CnLu $ Q co UQ 3 V) M � w M c Ln o OU ag) O N J N co r, CD O _ U cmJ O - X 4) o li O � �fn V J r_ < cm z W J IX cn W T O v, N Z CD LLI :t:� F- 04 w c,' Z_ (D O U.) C:) N J 2 '^� V ) Lu i 0 3311 4: UONA` NORTH SIDE ELEVATION SCALE : 1/4"=1'—O" 4 OF -SHE ZONE 5 ZONE 5 +29.9 +29.9 -34.6 Z Zol 2 ZONE 5 +55.0 ZONE 5 -42 8 +34.0 —d9 R ZONE 5 +34.0 -42.8 ZONE 5 +29.9 -34.6 ONE 5 +29.9 -34.6 ZONE 5 +32.0 -40.4 WIND LOAD PLAN SCALE : 1/4"=1'-0" MRH = 25' BUILDING WIDTH = 48' BUILDING LENGTH = 34' ROOR SLOPE = 4/ 12 FLORIDA BUILDING CODE 2014 5TH EDITION 3-SECOND WIND GUST W U Z Q H a= O a z ❑ z Q U r Ld o W W 0U0 zui -jCD0 mdw X❑ M❑ ❑ m LL O�0 V W o?a O-Z Q m Q = N Lo0U oaZ N>)Q Z co Cc w>O W � ❑ U1 0 (D (1) T jrjZZ Q ::) cl) F�� �Z + Oww wUU ❑IW-w � ¢O wZQ Z w Waa cn❑Z OZwZ z00 K co LL Y T w Zbm 0 UUU W ccl) Q.IE 0 W N O W 0 V M wwLL Lu OG2u Ozw LL z a z LL ce 000 =0 LL z w w U) [[ W W Z W pN zCM a C\l ' W> �� UZ JiO ZQtrLLco F�T m po W cm*) 0 ❑ N ZW U) z N OQO N�L UrOd Z~ w Q O O N M J LL z J w O LL QK 14, I 1 Q O U N J O Q x U M O LL N N d' En i M O N t d • y�GENgF• �l-'��� .33134 w z U) 0 J_ Q w OF SHEE DIM. SINGLES OVER 15# FELT ON 15/32" COX OR 7/16" OSB (MIN. RATED 16#24) 2X8 RAFTERS @ 24" O.C. 12 4 2X8 P.T. 1/2"Ox8" "J" OR "L" BOL OR 5/8"Ox6" EXPANSION BOLTS @ 48" O.C. MAX. U.N.O. W/ 2"Ox1/8" WASHERS 2x6 P.T. PLATE GABLE WALL DETAIL A-4 SCALE : NONE 2X4 SHEATHING: SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB OR ------ 1/2" CDX PLYWOOD NAILING SCHEDULE: ® 16 O.C. OR 7/15" OSB 8d RANK SHANK NAILS. 6" O.C. GABLE ENDS 4" O.C. OR 1/2" 1—III -SP2 16"OC. STUD TO CIELING JOISTS(TYP) SIMPSON LSTA 12 (TYP) NOTE: 1). USE SIMPSON HHETA 20 RAFTER TO EXISTING CMU BLOCK WITH 4—N6"Xt—y2" TAPCONS @ EACH. 2). 2). USE SIMPSON HUS28 RAFTER TO RIDGE BEAM 3). USE SIMPSON MTS 16 RAFTER TO 2X BEAM NAILING SCHEDULE: ; 8d RANK SHANK NAILS. • 4" O.C. ON EDGE 12" O.C. INTERIOR WALL SHEATHING ROOF SHEATHING (& GABLE END SHEATHING) NOTE: GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER SHEATHING DETAIL A-4 SCALE : NONE STONG TIE SCHEDULE SYMB TYPE DESCRIPTION RAFTER TO BLK. RAFTER OT RAFTER TOTAL UPLIFT AO SIMPSON HHETA 20 YES 120 210 O SIMPSON HUS 26 YES 45 165 © SIMPSON TMTS 16 YES 45 210 Metal corrosion —resistant flashing shall be applied shingle —fashion in a manner to prevent entry of water into the wall cavity penetration of water to the building structural framing components. Self —adhered membranes used as flashing shall comply wi AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying wi AAMA 800 or ASTM C 920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812 other approved standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion —resistant flashings shall be installed at all of the following locations: Roof to exiterior wall,valley@ sheathing deck of shingles TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 3 FRAMING SPACES AT EACH BUILDING LENGTH FOR GABLE END FRAMING ONLY ROOF SHEATHING LAYOUT C)AND DIAPHRAM BLOCKING A-4 SCALE : NONE PROVIDE STD. BLOCKING FIRST THREE TRUSS BAYS PER BLOCKING DETAIL PROVIDE MEMBER ROOF SHEATHING RAFTER 'ER 42" AIL 10d 6" OC. BAR — 25" MIN. OVERLAP SPLICE TRUSS--,, J :]C73T 8d — 4"OC WALL SHEATHING 2xhLTREATED SPF BOLTED TO POURED LINTEL W/ 1/2"x8" AB OR 5/8" REDHEAD @ 32" O.C. 16d — 5"OC CMU GABLE END G GABLE END WALL DETAIL A-6 SCALE : NONE 2—LSTA 24 TOP W/5--X6X 1—Y2" TAPCONC. ROOF VENTILATION CALCULATIONS 1 SF. OF NFV. = 150 SF @ 1443 SF = 9.62 SF. OF NFV. 1 VENT = 105 SQ. IN. OF NFV. = 8.75 8.75 / 9.62= 1.09 VENTS SIMPSON WAI I TO RfIDF J 1 FY FI AS' TNr, PSON MTS 16 RAFTER TO BLOCK 4OX 1—V' TAPCONC. FCH ROOF FRAMING PLAN SCALE 1/4 =1 0 W U Z H O a _Z> z I � ❑ z U lr ❑LLJ wow C)UO oErW J U)0 maUJ xw ❑ ❑❑m 030 OLL w OZQ OOZ am0 = N LOLU oaa N CO ¢ U)Z(/) W3o X�O [c U) Q^00 U) r ❑ �0Z Lu F QQce) Or toLD W z + w0 UUu w (7 W Z Z w Lu U C7 0pw w Zcc a0z O Z F WIC Z co Z WQuJ o Fa ZLU J 0ioz Oz Z Zm� Fr Ir W ZLu II ZOO Z W wU)w ¢ 3:I(-) o0 CU 0 UJ �F— v1 W rZ V w 0 W a � �9 W E�� Go ms� Q C4 0 D2ON Ci M 0S °" LU oc�LL _ g a" m to= ILL Ow O Z W Wok 'iZa D 0 cc a�" o� 0 .E = 8 Z 3NE LU 1z CDr 8 amp =m _din am€ 5 a d00 N mg > <t F w m ads m 00 3 .0 Wm 0 ❑ N g Qa 0 g r Irr 0" �te aa� HW —� Z 8 a 8s O =es E �Lb U) r° ////�� J VJ sppyy( c7� ¢ Q a8 () 11, CO i O c L p U (D ❑ N cM ti CD O (< � J ono U Z W it O W t5 /`Z�^ CO O N U) W ❑ a C p J LL ti O N a. LU W�p1E I Iq " /6 \CENSFN< *.13 A OF_SHEE FASTEN 2"X4" STUDS WITH STRAP TOP SIMPSON SP4 OR SP2 AND SP4 OR SP1 BOTTOM T.O. PL. 2"X4" 2"X8" 0 16" O.C. ESECURE SOLE PLATE WITH 1/2"X6" J-BOLTS OR 5/8" RED HEADS qW/C.2"0 WASHER ®21" CMU WALL SEE PLA FOR SCTRUCTURAL INFORMATION EKNEEWALL DETAIL A-5 SCALE : 1/4"=1'-O" FASTEN 2"X4" STUDS WITH STRAP TOP SIMPSON SP4 OR SP2 FASTEN 2"X4" STUDS AND SP4 OR SP1 WITH STRAP TOP BOTTOM SIMPSON SP4 OR SP2 T.O. PL. AND SP4 OR SP1 2"X4" OR 2"X8" 0 16" O.C. TOB 0 SECURE SOLE PLATE WITH 1/2"X6" J-80LTS OR 5/8" RED HEADS W/ 2"0 WASHER 0 21" 0. CMU WALL SEE PLANT FOR SCTRUCTURAL INFORMATION RAKE KNEEWALL DETAIL A-5 SCALE 1/4"=1'-0" CMU WALL & 3/16 CONC. SCR. W/ HEADER 1-1/4" (MIN) 'MI3EDMENT: 2 3/16 CONC. SCR W/ 1-1/4" (MIN) EMBEDMENT (3) 1Od x7§C S) 7AS K & SHIM EEDED & SHEATH AS 3/4N�W1CK W/ WIN FASTENED PER MANUFACTURERS SPECIFICATIONS FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT HEADER PER MANUFACTURERS SPECIFICATIONS 74" MAX ROUGH OPENING IN CS WALL EHALF-ROUND ARCH A-12 SCALE : NONE DIM. SHINGLES OVER 15# FELT ON 7/16" OSB SHEATHIII%�,,' 2x£3 RAFTER @ 24' OC. PROVIDE BUILD. PAPER STEEL PLATE BETWEEN TRUSS & C.M.U. AS SPECIFIED BY BUILDER NON-STRUCTURAL 2x6ST FASCIA SEE ROOF PLAN FOR 0. . LENGTHS ME L DRIP EDGE I OVER P.T. 1x I AS SPECIFIED BY BUILDER J NON-STRUCTURAL 2x6ST IING DETAIL COLLAR 1 5d COOLER NAIL'S GWB54 0 7" O.C. HURRICANE CUPS OR TRUSS ANCHORS - SEE ROOF TRUSS LAUOUT FOR SPECIFlCATIONSTRUSS CONNECTORS SE ROOF PLAN STRAP TOP PLATE & HEADER TOGATHER W/ MSTA12 ® 32" O.C. MIN. U.N.O. 2x10 RIDGE BEA14 2X6 CLG. ® 20" OC. ABU 44 W/ 5/8" EXPANSION BOLT W/ 2"00/8" WASHER POST I SLAB SLOPES AT 1" PER 10" PER FT. AWAY FROM HOUSE EXISTING 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. FIN. GRADE • EXITING FOOTER IS SSADEQUATE TO CLEANU'0W NEW ROOF TERMITE TREATED FILL PORCH PATIO 0 SCALE : 3/4"=1'-O" PRE-ENG. ROOF TRUSS SECURE SOLE PLATE) WITH LSTA12 OR 1/2"x4" LAGS, 48" O.C. 2x4 TO TRUSS CMU WALL SEE PLAN FOR SCTRUCTURAL INFORMATION T.O. PL 2"X4" OR 2"X8" ® 16" O.C. TOB EKNEEWALL ROOF DETAIL A-5 SCALE : 1/4"=1'-O" CMU WALL & HEADER 12 6" (MAX) S{rR. W/ )( F"l )K ORSTEN PERI .."....... .]L .. FASTENING FOR DOORS'UP TO (2) 3080 DOOR FASTING DETAIL D CONCRETE BLOCK WALLS A-1SCALE : NONE DIM. SHINGLES OVER 15# FELT ON 7/16" OSB SHEATHING 2x8 RAFTER @ 24' OC. PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN TRUSS & C.M.U. AS SPECIFIED BY BUILDER NON-STRUCTURAL 2x6ST -1 SEE ROOF PLAN FOR LENGTHS ME L DRIP EDGE OVER P.T. tx AS SPECIFIED BY BUILDER NON-STRUCTURAL 2x6ST CEMENT TEXTUREED FINISH U.N.O. a J Z 8" C.M.0 s Q0� FIN. GRADEI: " 4 a ° Z / l 'e e 04 " COLLAR 5d COOLER NAILS OR GWB54 ® 7" O.C. OSB EXTERIOR SHEATHING CEMENT TEXNREED `! FINISH U.N.O. 15�/ FELT /3 RAINAGE PLAN 14 ryAPER BACK LAT� DRAINAGE PLANE OVERLAP\P CONTROL BEAD FLASHING AND MEMBERANE STRIP OVER WOOD FRAME / MASONRY CONNCTION ��1ylETAWEOR PLASTI EP SCREE MEMBER\\L�L ))STRIP COVERING O WOOD FRAME / MASONRY 1 INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECT WRAP BT-2XOXL-9" WIDE TO EXTEND 2'. BELOW THE CMU. Jr CEMENT 5 XTUREED FINISH U.N.O. STUCCO D CMU A_rJ CALF : NONE CMU WALL & 3/16 CONC. SCR. W/ HEADER 1-1/4" (MIN) ROOF DECK r,E'MB'MEN•T: (2) 3/16 CONC. SCR. W/ 1-1/4" (MIN) EMBEDMENT PRF-FfIG TRUFS.YES #8 (3) 10d 2x✓§CS) R-30 MIN. BLOCK & SHIM SULATION AS NEEDED`'+. BLOCK & SHEATH AS / 3/4N��1CK W/ WIND,! .. 2" GYP. BOARD FASTENED PER ;'•R. c' 1/2" GYP. BOARD OVER 3/4' MANUFACTURERS P.T. FURRING AL -FOIL INSULATION SPECIFICATIONS W/ #7 SCREWS OR NAILS 6 FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT 8" O.C. ON EDGES AND 12" HEADER PER MANUFACTURERS SPECIFICATIONS O.C. IN MIDDLE OF GYPSUM WALL BOARD 74" MAX ROUGH OPENING IN CB WALL ING DETAIL ® EELLYPTICAL ARCH FRAMING DETAIL INTERFACE A-5 SCALE : NONE CMU WALL & HEADER 6. (MAX) 3/16 CONC. SCR. W/ 1-1/4" (MIN) .; EMBEDMENT . I: (TYP) '' U 1x4 PT BUCK - U (OR BETTER) 00 FASTEN PER DETAIL 6"(MAX)' FASTENING FOR DOORS UP TO 3080 DOOR FASTING DETAIL CONCRETE BLOCK WALLS A-12 SCALE : NONE 2x!0 RIDGE BEAM FILLED BOND BEAM W/ 1-#5 0 CONT. W/ 25" SPLICE MIN. PRECAST HEADER W/ 1-#50 FOR OPENINGS OVER 6'-0" OR POWERS STEEL LINTEL WINDOW OR FIXED GLASS U.N.O. SILL PRE -CAST SILL #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER & BOND BEAM ABOVE 4" CONC. SLAB W/ FIBERMESH OVER 6M VISQ. CLEAN, COMP., TERMITE TREATED FILL - EXITING FOOTER IS ADEQUATE TO SUPPORT NEW ROOF ONE STORY 8" BLOCK WALL SECTION A-5 SCALE : 3/4"=1'-O" SP2 OR SP4 0 32" O.C. 2x4 STUD 0 16" O.C. MID -WALL BLOCKING SP1 OR SP4 0 32" O.C. 2x4 P.T. BOTTOM PLATE TRUSS R-30 MIN INSULATION TRUSS CONNECTORS SEE B@PF?x4AMOP PLATE DBL. TOP PLATE W/ SIMPSON LSTA18 EA. STUD 5/8"x7" EXPANSION WEDGE ANCHOR 0 21" O.C. W/ 2" WASHER 9 TYPICAL EXT/INT KNEE WALL DETAIL A-5 SCALE : 3/4"=1'-0" (FRAME EXTERIOR WALL SIMILAR - USE J-BOLTS) (B) = DAMAGED AREA. 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB. (S) _ (2)2x4 SCABS. SAME GRADE, SPECIES AS WEB MEMBER. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (B). MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA OR 2. 80% OF THE ORIGINAL WEB LENGTH WITH A DOUBLE ROW OF 10d COMMON NAILS SPACED 4" O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. 0 �� 10d COMMON (0.148"x3") NAILS �N DOUBLE ROW, STAGGERED \\ " p,(� += BACK FACE TYP. o = FRONT FACE��� 0+ 0+ o+ o+ o �� + 0 + 0 + 0 + o + ST~ G ER NAILSP ACING DETAIL eCRACKED OR BROKEN WEB REPAIR DETAIL A-5 SCALE : 3/4"m1'-0" PRE-ENG TRUSSES 0 24" O.C. SIMPSON HANGER (2)2x12 LEDGER w/ (4)16d NAILS ® EA. STUD AND STAGGERED PATTERN w/ 16d NAILS PRE-ENG TRUSSES 2x4 STUDS e(2) 12 LEDGER DETAIL A-5 SCALE : 3/4'=I'-0" STRUCTURAL NOTES **GRAVITY LOAD** ROOF - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD FLOOR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD STAIR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD **WIND LOAD** 160 MPH **CODES** FBCR 2014 5TH ADDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83) MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (ACI 315-83) AMERICAN CONCRETE INSTITUTE PALM BEACH COUNTY NATIONAL CONCRETE MASONRY ASSOCIATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT "MATERIAL" A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTM A501 STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASTM A307, J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY \ HEXAGONAL UNITS FOR EXPOSED CONNECTORS. D. LUMBER: ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2 SPF LUMBER NTH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED 197, ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. E. UNREINFORCED CONCRETE MASONRY: MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. F. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING ACTION AGAINST WALLS OR BUILDINGS. G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.O.N. w U Z H O a O Z 0 w U y � b crF O Ow 0 wow 9g W °<O 0 m Uw0 Q� s Z ELW �� Is =cU)0 aO 8 DOmaw S W V o QLu �� g FE 1� 0 goc °�° �� E wUw 0Z 0f=< LLW OJz zU. Imo 000 o 3: H V_ 28 LOd oaz 0 3 NU)Q Z W w30 Ua00 CEo O�0 LZ U Sg s�= QOM ¢ cc I- Lo Pm€a nag Iw-- z + cc + U�� Ir �f " �UU �w Zui 2w� o N ae pwli Za co I- IL W� �h € zao z<t 1- LLm 12 wZw J�Dr m OO 0�� w0w f)wm O Ocvl �� Z cf z YZw U) Z ai B m. z�w O�a Ngo Pv <a- 0 wFa Oa ova rZJ 3Em w Q o€s F U5 } wUJ OI a= z�z 3 Zb s CDr $$ Zoo co yss W z II O Z50 O w � zWO w M LUcnw o UQ 38 oFS Ao '^ v) M 1 � G( CD L N _! CD 04 t' 0 U cm . cy) g O '^c� vJ m 0 �o u 0z Q Q LL1 (!1 I— LLj 0 Cn z W m N Lu Q (ry 4 .. �Z c O Ln —I V oM ' rn� N �/ W a tE i IGliq//z/ ti10EN3F 31 -_ N IAI 5 �Dy "4I 52 9 g c E `O s 0 s 8 2 E OF_SHEE PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK -LIP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. lltl 31tlA110tl III M H010313a ANV -40 NOIitlIl110V 3H11VH1 OS 03VA ON10MV, HIVis GNtl Stl311tl 0NId33IS 11v MI do - NOW" MA LLVU HiIM SN010313a SNOWS wH10213 a301 ACIUd A CARBON MONO)(tL''"" ^'.I -ARM SHALL ' BE INSTALLED IN ACOORI)ANCE WITH F.A.C. RULE 3B•3.0472 WITHIN TEN FEET OF EACH OIVI USED FOR SLEEPING PURPOSES ELECTRICAL LEGEND SINGLE POLE SWITCH 3-WAY SWITCH DUPLEX RECEPTACLE OUTLET AFCI0 ARC FAULT DUPLEX RECEPTACLE OUTLET � HALF -HOT DUPLEX RECEPTACLE OUTLET {{ DUPLEX RECEPTACLE OUTLET (WEATHER PROOF) �GFI GROUND FAULT OUTLET 0 220V OUTLET 2J BRACKET LIGHT SURFACE LIGHT CAN LIGHT 2x4 FOUR BULB FLUORESCENT FIXTURE Q EXHAUST FAN Q SD/CARB. SMOKE DETECTOR HARDWARE (TO HAVE BATTERY BACK-UP) SMOKE -CARBON MONOXIDE COMBO IH TV CABLE N TELEPHONE JACK LE= DISCONNECT o ELECTRICAL PANEL 200 AMP. FAN/LIGHT COMBO PREWIRE ONLY GARAGE DOOR OPENER JAII FLOOD LIGHT NOTE: ALL BED ROOMS TO HAVE ARC FAULT OUTLES AFCI outlets are required to be in living rooms, dining rooms, sunrooms, family rooms, dens, libraries, bedrooms, parlors, and similar rooms or areas. NEC 2011 section 210.12. All outlets to have in all areas specified in NEC 2011 210.52 all 125 volt,15 and 20 ampere receptacles shall be listed tamper -resistant receptacles. NEC 2011 section 406.12. Electrcal must comply with dwelling/garage opening protection. garage door must be 20 minutes fire rated and self -closing. FBRC 2014 section R302.5.1. 200 AMP SERVICE 200 AMP METE MAIN DISC. TYP. ELECTRICAL NEL (42 CIRCUITS) #4 BEAR COP • UNDERGROUND / `#2 GROUND TO 5/f SERVICE BY ALSO SERVICE TO E AND FOOTER STEEL POWER CO. 3/0 TH WN OR 250 MCM COPPER 3 COPPER IN 2 1/2" CONDUIT #6 COPPER TO 60 AMP PULL—OUT TO AC —COMP. 6 COPPER TO AHU 12 COPPER TO BEDROOM AND GFI OUTLETS #8 COPPER TO OVEN #14 COPPER TO LIGHTS AND OUTLETS ROD (10' DEEP) BONDED TO BOND BEAM STEEL RE —BAR w 0 z a m 0 n 2 z Z a 0 F O O W 0ULU Wt❑ACZD 5OFn mo-W <1110 d� W ❑ m _3 LL zow O-a ❑z Qmo =N� �60 oELz NCOa OZCC WHO X:c0 LWU O(O Ur❑ woz :EU3: a::)ri D: W�L0. z Q :0+ II Z 0Ww pWE: I- W E¢O WSW C7 � Z aj ZQIr wFd r Z J (!J 0 Z 0crZ zco')o Wzn Z-0 �vU zwa W co W 3:1U U m W N W 00 W W LL LL 0 ul 0 Z 1x aNN Z U. 0Go 00 a W m ir w Z W 0 N z CD a-N d' W> my C7 ❑ uL0 Z ar�i I-: co Jj m OO Wm O ❑N dJ Z W uj Z ai z l O c U� �Oa U) W U 0 `/U) v Q U) W (zn V W 0 LL 0 fA Q Ln CD CD N cM J LL O Q J IY Mom. L 889 o mo� mg� m am m� `'g E Eo m 9 m= E Imo mn� �C> o� 0�8�a E�' 10 =®8 3:iiEE 15 .82 W€a PRE m�Dx gm mL m� ga� 3° C %pt �'2 �mn nE� tom W� Fm� m_0 8$_0 N yU� hug TU - yD <�o M Nt CM c� V- C:) 0 0 g xcc U LL O N N IT Ln M 0 N \���� U 11111111 p '/ tdE G qN /�/i��i L\CENgF 13 W Z N W Q W EXISTING ELECTRICAL RISER SCALE : NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY w/ APPLICABLE PROVISIONS OF NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. OF CARRIER 4 TON AIR CONDENSING UNIT TO BE INSTALLED AS PER MFG. SPEC. ■ C _ 12xs 5„1 TYPICAL CONDENSING UNIT WITH 1/4" X1-1/2" TAPCONS TO EACH END HOLE ® EDGE OF UNIT BASE TO CONCRETE SLAB u 7 ;� lii► �' l 0 / f-CARRIER 4 TON AIR HANDLER/UNIT 1600 CFM TO BE INSTALL D AS PER MFG. �PEC. _ / 12X� - �„ ��5 0 20"X20"R/A GRILLE \\ 14 0 / 18 ' OX 12X6 / 51\ 5„0 I \ » 12X6 / 5"0 5 124' 12X6 U HVAC PLAN SCALE : 1 /4"=1'-0" 1® SUPPLY AIR DEVICE WITH MANUAL THROW PATTERN 81)0 TYPICAL FLEX DUCTSIZE i 81,, TYPICAL FLEX DUCTSIZE R-30 IN CIELING R-4.2 BLOCK R-11 FRAME WALLS WALL EXTERIOR 2 WAY INDICATE W U Z H O a _2 z z Q U } �0 1] wo ❑WCW L 0UO Zfrw coo ❑0U5 maw ow❑ ui Fr❑m I w o?c ❑�z Q m 0 = N � bU oa❑ N cl) Q QZcr WHO CL 20 vi 0(0 (LID' T Ljj CQ�ri w�LO �� z+ U� n 0oz wUuj U ❑ w LL i— LL Fra0 � � Er Z aj 5 co w< rza U)oz OAF Z ZZ zoo W Zuj 11 cc z 00 ZWU W U 3:1U 00 W V/ Fi N O UED 2 OO �LLI � U moo co �5gga 818 DuM W UJ J LL NN N ago LLLDW N.0 roE liC � DES Ozw moo U) W F ZU. 9 n m N� Oo0 s a o a9 mpg O E � B§ Z 3aE In a ry� n9 �NC 002 �€g m w Z W. T O N �€ 00- w 00N c\j It C) r ZZt J cu a Q ss J0m m00 e Q WM 0❑N K 0Qa ogc m O� Oa &E nE� ao8 Wpm > m mom Q za9 0� 2 jib lou '1RRggU¢ 20 V) M Lu 0) O 0 N 0 J Q 10 00 U oM�Q O �L CD -' o ,� U o U) a LU F- Lu W °'m v 0 04in N mt 0 aC mt Z C �� N LO o2 J c� 04 LIJ /� V / W a 0 FA A-7 OF —SHE TVPIr AI rC'II INI(' PINIIQI-I WITH 7 /R" rFAAFNIT'ini IQ QTI IrC(1 }" OSB EXTERIOR SHEATHING O" CEMENT TEXTUREED FINISH U.N.O. �� 15# FELT R(7OF 17F('K I/. )RAINAGE PLAN �I 4 PIAPER BACK LA �DDRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING PRF-FNG TRUFSSF.S AND MEMBERANE STRIP OVER WOOD FRAME / MASONRY ETAL OR PLASTIC Z WEEP SCREEN MEMBER STRIP COVERING WOOD FRAME / MASONRY 1 INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECT WRAP BT-2XOXL-9" WIDE TO EXTEND 2"_ BELOW THE CMU. %� r CEMENT acXTUREED FINISH �/ U.N.O. STUCCO FLASHING DETAIL @ ICMU / FRAME INTERFACE A-1 *AUE : NONE TYPICAL SOFFIT WITH 7/8" CEMENTIOUS STUCCO FINISH OVER 3,4, H1 RIB,GALV.3/8" WIRE LATH TO ROOF TRUSSES TYPICAL- CEILING FINISH WITH 7i FINISH OVER 3,4, HI RIB,GALV.%" WIRE LATH NAILED 4" G.C. TO ROOF TRUSSES STUCCO SOFFIT DETAIL @ ,CMU / FRAME INTERFACE A-1 /SCALE : NONE SOFFIT REPLACMENT SCALE : 3/4"=1'-0" NOTE: NO SOFFIT VENTS OFF RIDGE PROVIDED ROOF VENTILATION CALCULATIONS 1 SF. OF NFV. = 150 SF @ 2457 SF = 16.40 SF. OF NFV. 1 VENT = 105 SQ. IN. OF NFV. = 8.75 8.75 / 16.40= 1.8 VENTS WITH 14 SOFFIT VENTS /B" CEMENTIOUS STUCCO GALV.%" WIRE LATH JF TRUSSES AMP 1PH METER BASE LOCATED(SEE DETAIL) W 0 Z Q F w 0 a O z 3 0 Z Q 0 Ir WQ(DW 0UO ZCCUU on J 5,"fn aw 0 xo LU Irm 0 0 LJL F Z (ZD Ir O—Q =10 ❑-Z < 0 N LODU OD'� Nu) Q �Z W W30 wa. 2C6 UI 0(0 U) r LZOUj OZ 20 Q:)cf) CC �U)U) �Z+ 06 II � oz wUU �FLWL 1a0 W�CC Z co WgIr Fm r Z J cf)OZ co Ir 0WZ Z0 O WIr Z II W Q Z-0 000 W U) LLL 3' U 0 0 nj cn Ir w w LO (7 a 00 v W M 4 0 J n Z Q� �. LLco F0, M QO 5wM 0 ON U) zw Z N z>aogc 0 0a m Z i V W Li- Lo O 00 04 CM J ILL 0 Q J O m O (15 N ti M d' 10 O 0 N J O Q x U L LO N N d' 1 r U? 1 M O N a '9c U) LLI Z w J_ Q LLI OF —SHE TRUSS PLACEMENT PLAN 48'-0" � a a a a a ¢ Q a a a a ¢ ¢ ¢ Q Q a a a a ¢ a a 0 8' Un TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG STANDARD HEEL HEIGHT 45 POUND LOADING 12 TYPICAL TRUSS END DETAIL N. T. S. HANGERS TO BE USED (Simpson) or (Us ) (A) HUS26 (Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 (P THDH28-2 © HHUS46 (3 THD46 © SUR/L26 QK SKH26R/L NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF-H18-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING h BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing Is 24" O.C., except as noted. All wells shown are bearing, except as rated. All valleys calculated with sheathing under. Number of gbder plies to be determined by engine"Ing. DO NOT CUT OR ALTER TRUSSES v/o AUTHONZATION FROM THIS OfFI( Labeling trusses M a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the respans1601t) of the build" to utilize engineered drawings when erecting truss WARNING PUAe Ff91Inl r1EwF xD srAnelc s APfl1fD OFECnv ro a[ rq oewm>; ir< suit ec MlArza As saEODm a na 1A1133 twsw twssas sou sc :arum ra aFAsauae cssE amra Nifanan m Hxwrr 21'-3" I 10'-3" I 14'-0" 2 —6" TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECIId 48"-0'* E...w TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWAP I O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS FOR At REACTIONS GREATER THAN 5000 POUNDS, OR SKEYED, NO Zi HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNE0011 ASCE7-10 WAND and GRAVITY CRITERIA EV.. Calegwy: C Bldg Category: 2 wind Design Vet tl!V:11UI bP Fab : 1.00 We Load Welton Fab : 1.33 Mess Raol Nd. p r R 'w` I Digitally signed by BRIAR M. ` *,� 5 B 1\ I A 1 V M BLEAKLY DN: c=US, st=Florida, / E E o-Southern Truss Co., STATE OFZz cp-BRIAN M. BLEAKLY, BLEAKLY email= aNdyCSoNtherntruss. �j/�C� on �F F(��1�F, \�� co Date: 2017.08.22 13:35:01 /�"!// S,S���(VF\:- ��\�� Trusses shown on this layout are a component part N of the buldhg and show truss location. IN Prop" erection. temporary and permanent bracing design are the responsibility of the building designer " his engine". S( Lateral bracing shown an the Indiddual truss drawings must he placed during the ""lion procedure. TILUSS (nm) 4iN- INC. — F„n Plerce. A 34951