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HomeMy WebLinkAboutPLANSBREEZE WAY i ". 17' 4" w 1 t O J W O _ 16' 8" "r!z IQ r j M.BED 12" COFFER rz i]CM N 41' 0" 0 V' J OPEN TO IGER BY BLDR ABOVE (CD10'_O, LIVING ROOM -------- 12' 0" II II — I --J j wlc o -v � ti fi• BEARG WALL 1 TIN OP V-31" I � 1 , 4, I I C:1 — �� 1111 1� 1 1� I 117 s -- I - _ - _. �1. I cn I I 1 ,1 41811 I LI8 Ill I I� I I I I I I ending 0 1 1 1 1 1 1 1 1 I7FOYE 15 13 ENTRY e1 O> X XENX X��� L88 o R BY 6' 4" o .- Pq CABANA V GARAGE 261411 23' 4" X ENGINEERED TINEEF. TFUSS SY£TEMS DRODU�TS ry.� � J 4� r EAST COAST TRUSS cn 5285 ST. LTICIF BIND. FT, PIERCE FL. 34946 OFFICE: (7721466-2400 FAY: (772)466-5336 CUSTOMER: Vega, Rudy JOB NAME: Vega Res. Add onA Osceola Ave 1. 4x2 20" Deep Floors provided ress. 0 2. Correct Physical address Osceola AVE in Ft. Pierce CITY/COUNTY: Ft.PlerCe/St. Lucie County d 3. New Plans provided 6/26 4a typical roof detail - heel height. 6 3/16" JOB # 27039 - Floors 4b Typical floor detail: Top beam 10'4", 2704U - Roof block have hole/notch. Bottom Floor @ 9'-3" 5. 13'-4" vertical dimension in Bed#2 - Guest House 6. Main lower beam height 9'-4" plus 20" floors = 1F-0" top floors - PaVIIIIOn 7. Bid is marked Preliminary. New plans dictate new price. Added buildings and Cantilever w/high heel. - Separate Garage 8. All flat Ceilings except Coffer at Master Bedroom 9. Beam heights transition per this layout 10. Gas Fireplace No Chimney. 11. Stairwell - Dimensions per this layout DATE: 07-24-14 12. New trusses at Guest house - Pavillion - Seperate Garage added 13. 3 AHU's per this layout IN ACCORDANCE WITH THE FLORIDA 14. Attic access locations per this layout ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), A 16. Ceiling over Tub @ 9'-4" w/High heel, Bottom chord at 9'4" giving EAST COAST TRUSS is the "Truss Design the "appearance" of Raised Fascia at pop out? Engineer" Trusses are designed in accordance I 17. At Master Tub pop, same F-6" cant with smaller 4-11/16" heel with the Florida Building Code j 18. Balcony floor Framed by Builder. (concrete) 21. Front elevation ridge lines have roof plane at front to back heigher. NOTE: 22. Any high hats or recessed lighting to be moved around trusses? By approving this placement plan(s), 23. Typical Detail at Pavillion completely different than rest of the buildings, signatured anywhere on this sheet, the 24" square Overhang (typical 18" plumb Cantilever) customer or his representitive acknowledges _J 24. Dimensions where guest house connects to main house per this layout that this placement plan complies with the 25. Builder requested "w" web shaped openings for AHU locations. structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to LL manufacture these trusses and deliver them to the project indicated on this drawing. NO — . __-------___.._..__...._ accepts financial responsibility for any repair, LLI LO ----__ engineering, q [L __� I____ g g, and labor required due to errors other than those of EAST COAST TRUSS. 2 8'-0" PLATE HT. Signed: Q HANGER SCHEDULE: Date: � CODE = FBC 2010/TP12007 ASCE 7-10 9'-3" PLATE HT. HUS26 QTY = 24 DESIGN CRITERIA = MWFRS (%� OCCUPANCY CATEGORY= 11 U) 777, _ __%� EXPOSURE = B �� MWF SPEED = 160 _J HIPCATS (5/12) BUILDING TYPE = ENCLOSED 9'-4" PLATE HT. QTY _ 60 MEAN HEIGHT: 25'-0" Z Spacing: 24" O.C. (uno) Z) „ Designed w/Lumber Values effective 6-1-13 U) GRAVITY LOADS W 10'-8" PLATE HT. FLOOR: DUR FACTOR=1 .0 W PSF=TCLL-TCDL-BCLL-BCDL 40-10-0-5 W 20'-01" PLATE HT. ROOF: DUR FACTOR=1.25 �- PSF=TCLL-TCDL-BCLL-BCDL 20-15-10*-5 W LOADS PER FBC & FRC W 6 *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf �— DEFINITIONS W MWF = MAIN WIND FORCE U) C&C = COMPONENTS AND CLADDING Z) TOB = TOP OF BEARING 1�2---- TC = TOP CHORD 0 BC =BOTTOM CHORD LL = LIVE LOAD Z 4' 6" 8' 4" 4' 6" 10 0 ,� 9' 8" J 15' 4" T it 23' 4" 17' 4" 19' E" 451811 LER ROOF AND FLOOR TRUSS PLACEMENT PLAN d C___-_ —____ ___—.—___--.—:_.--.®®—__-----.—.-----------__—.--_'--'---------------..- ---.--- M _—�-'-------_ __.___..___._ I. I (0 6.I II F I 4 11/16" - I 4' $" 6' 8"-3 —— 6 3/16" 17I oPr-----------------------------15 � - sr III � io ( I Master Bath TT 1-_ -------_---------------- 3 II II I I II c 1 I I I I I Ir g I I r I I I I I I I I landing I I ce) 11 I I I I io 7 I I I I 5 II I I I I I I 1 I LO 7-5lfT6'II 11 I I I I 4' 6" 8' 4" 4' 6" 1 in a —_—_ _-----1 L..__ ___--_-----__ ----_ — _-----------lI—J—L--._.—._.—_----- ------- ____—__-------- J_J TRUSS HEEL 6 3/16" _1lime, ° I ° ° I 1811 8 I PLUMB CANTILEVER 1 � 10'-8" DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2x4 ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN TANDARD ROOF ON ENGINEERED TRUSS DRAWING. iETAIL 2X6 STRONG BACK BRACING, 1W-0" O.C., IS Alsed Heel RECOMMENDED ON FLOOR TRUSSES 1 8" Cantilever SPANNING 20'-0" OR MORE v CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. n�o REFER TO BCI-B1 FOR COMPLETE Lr ERECTION AND SAFETY PROCEDURES. CL TALL BEAMS BY BUILDER M 20" NOTE: TRUSSES DO NOT Q SUPPORT ANY PLANT SHELVES REVISIONS Date Initials TYPICAL FLOOR SCANNED 4x2 FLOOR SYSTEM St.Lu eCoull r" ,SPACED 24" OC uno', 0331 M 1/4" if plotted 24x36) . Designed By: TW *BUILDER"S WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS -SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. *WARNING* ALL BEARING POINTS MUST BE INSTALLED 2) PERMANENT BRACING FOR THE STRUCTURE IS PRIOR TO INSTALLING ANY TRUSSES! -FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW HE RESPONSIBILITY OF OTHERS. -OUR DESIGN DEPARTMENT MUST APPROVE -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS FAILURE TO DO SO MAY RESULT IN DAMAGED INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS AND 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN OTHERWISE NOTED. INSTALL HANGERS ACCORDING TRUSSES AND WILL VOID ALL WARANTIES. SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ADVANCE, TO THE CURRENT SIMPSON STRONG -TIE CATALOG 12 5F— TRUSS HEEL 63/1611 2x4_ �111/16" STANDARD ROOF ° DETAIL 1 g° g Raised Heel 1 8" Cantilever PLUMB CANTILEVER NON BEARING INTERIDR WALLS 9'-3" PLATE HT. E ax 20'-0" PLATE HT. aJ I—rImmrt rXvvr I r%u.7J r L^to r .jVjr .111 1 rLHIv HANGER SCHEDULE: HUS26 QTY = 24 HIPCATS (5/12) QTY = 60 ENGINEERED TIMBER TRUSS S`(STEMS I'RDDU:.TS EAST COAST TRUSS 5285 5T. LIiC T FIIXT). FT, PTERCF, FL. 34946 OFFICE: (772,1466-24130 FAX: (772)466-5336 CUSTOMER: Vega, Rudy JOB NAME: Vega Res. Address: 904 Osceola Ave. CITY/COUNTY. Ft. Pierce/St. Lucie County .JOB # 27039 - Floors 27040 - Roof - Guest House - Pavillion - Separate Garage DATE: 07-24-14 IN ACCORDANCE NVITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code m 0 (U Il A I 1 I I 1 I I I LL W CL U) U) V) W J z D U) W U) U) p' W U) 0 F_ W O z Q CL Q CU *BUILDER"S WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS -SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. *WARNING" ALL BEARING POINTS MUST BE INSTALLED 2) PERMANENT BRACING FOR THE STRUCTURE IS PRIOR TO INSTALLING ANY TRUSSES! -FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW HE RESPONSIBILITY OF OTHERS. -OUR DESIGN DEPARTMENT MUST APPROVE -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS FAILURE TO DO SO MAY RESULT IN DAMAGED INSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS AND 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN OTHERWISE NOTED. INSTALL HANGERS ACCORDING TRUSSES AND WILL VOID ALL WARANTIES. SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ADVANCE. TO THE CURRENT SIMPSON STRONG -TIE CATALOG El IGINEER ED TIJAEER FUSS SYSTEMS FRDDU_TE �J �r— O ECTCo EAST COAST TRUSS 0) 6285 ST, LUCIF HLA%D. FT. PIFRCF FL. 34-946 OFFICE: (T72)466-2400 FAX: (772)466-5336 CL 17' 0" 4' 6" 15' 0" cusTOMER: Vega, Rudy JOB NAME: Vega Res. IAddress: 904 Osceola Ave. M 1!A A A I(1 M J crrY/COUNTY: Ft. Pierce/St. Lucie County OWN= 11mim ENS JOB # 27039 - Floors 3 0. 27040 - Roof Guest 5 GU EST - Pavill nouse EPA H® SE - Separate Garage 12 5 BBEAMS LDERY 5 12 DATE: 07-24-14 IN ACCORDANCE WITH THE FLORIDA TRUSS me Zx4 ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), TRUSS HEEL EAST COAST TRUSS is the "Truss Design n HEEL 4 '1/16" Engineer" Trusses are designed in accordance 1 N 6 3/16" O� with the Florida Building Code ° ° r r 2x4 11 5/8"V24 STANDARD ROOF if 0 _ ° O ___M DETAIL „sQUARE ! Pavllllon only 18 8 Raised Heel y o° -- -- 18" Cantilever OVERHANG ROOF DETAIL LIL PLUMB w/ 2x2 nailer �due CANTILEVER fascia o 2x8 Q 1' 2 /4" 5 5' 10 1 u �/^� _ I, 151011 ,I V ) 4 io r Im 5 ui z o G G 151411 201011 6' 4{ 24' 0„ cn 0 0) W a ❑ N I -� -o m U U W 011. O0; 1------------ Pz CJ3 CJ3 `y i��� CV CV REAR PORCH J5 CJ5 41' 0" 2' 6" 101411 21611 H1H 00 d ----- iv 'v-------- v H2 O T CD CV fV H3 z w O 23'8" NOOK CABANA 1 BALCONY AREA Co H4 � FRAMED BY BUILDER N 06. H5 0 �N x 0 j H5 O v 27' 0" O = 21' 811 I LJ..I �- a z _ H5 �� nn iTM.BED �-< l o. / m 6 2410116 V -- 12" COFFER (1PFN TO I N . 00 / H5 10 /2" O H5 Q �() O NON BEARING INTERIOR WALLS H5 w 8'-0" PLATE HT. U Q HANGER SCHEDULE: H4 Q > I— O 9'-3" PLATE HT. HUS26 QTY = 24 H3 Uj Q H2 ry 9'-4" PLATE HT. HIPCATS (5/12) QTY = 60 H1H CJ5 co CJr. 10'-8" PLATE HT. CJ3 r` CJ 4— c) w✓ h ti r� r` ti ti I`io r` c� 0 20'-00" PLATE HT. U c� W W W W W W w c� U 24-011 W �_�r,`11�Z�f'�A����IrZ*I�;�� .I►j�I►��I,I�� .� is .� II ■ fi�Jl ILA 24Tb Co'u'a�4� FLAT- Ft su v MA,>ut-eta Cr��) C.4�.r'H .� Sruccca aw G�"�c24— �G2Ir t~ E! VENTS e t C��G MAX c, F=u. Tic: t>eoM T r�-°°x t►,�.. slucsn FRre�� t�a>►t;. WtTt-1 �SePr't.�� �'tN-tSH- t (!-4! ilk " T. ezm q_4 _ 1-4! T vfr. W I o.®OLF10. FL. " I/4a im I I -- _ �s rp _- o.� =_ L`3t full_ Nr►�t.1.�.�.._ F 115f RG LAB 150144L . r ! • LJ W �Luccca �5•� / 38.E --mK 3W7•�1--t M ®I 29k4/-34.--*> ff T' F544 r 20-0 PJoT.OF P51A � � 8'— FRtsTE fA+WD C&C Veee WALL WIND PRESSURES 160 C RISK CAT II H<15 ZONE 4 INTERIOR ZONE 5 EXTERIOR A 10 SF = +33.5/-38.3 D 10 SF = H 20 SF = +31.9/-34.8 E 20 Sr = +31.9/-41.8 C 100 Sr, = +28.4/-31.3 F 100 SF = +28.4-34.8, C&C Vud WALL WIND PRESSURES 160 C RISI{ CAT II II<20 ZONE 4 INTERIOR ZONE 5 EMERIOR "A 10 SF /B 20 SF C 100 SF = +35,7/-38.7 = +34.1/-37.1 = +30.4 -33.4 D 10 E 20 F 100 SF = SF = SF = +35.7/-47.8 +34.1/-44.5 +30.4 -37.1 -4" e;.Ffr) - R � r 8 I rl 1 M J W w m >mmN Q <m(1% V 0r.rrl z' om� Z x a"���� 0 t,0 n (ol4 DATE: 9,45 1 , - 4:30 mm�* EVA T 10 S4; _mfp) IL:" COW, T. Pa. t-J RV P-* 4 PA.T t 0 c E: I L LiJ 6r 'T*fp DlMewflwb�L, F16ERrqLA-!5e_-., '5PIWatLt5e-.> (T%(p) FILL. CKLA W (4)#gWIEWT -W 3 -ge>o-'ter 0 24*x,"41A 3;Nr7/-44-S f5ox IV GONG -TO>' TP_ilV_^ Tl!*> ft-par M ON F L CWT �STUCX_ eD TP5 w C4;w5. n ON m D. . R GENERAL NOTES: 1. TYPE OF CONSTRUCTION: CLA55 VI, UNPROTECTED, GROUP R3 OCCUPANCY PER FL BUILDING CODE. 2. CON5TRUCTION 5HALL FOLLOW THE FL BUILDING CODE A5 ADOPTED BY THE COUNTY / MUNICAPALITY AND ALL APPLICABLE AMMENDMENT5, 3. BUILDER 5HALL COORDINATE ALL THE WORK OF ALL THE TRADES. 4. BUILDER 5HALL REVIEW DRAWING5 IN THEIR ENTIRITY BEFORE STARTING WORK. THE BUILDER 5HALL ACCEPT FULL RE5PON5181LITY FOR ANY ERRORS OR OM15510N5 NOT REPORTED IMMEDIATELY IN WRITING TO 5T LUCIE HOME DESIGN, CO. BACKCHARGE5 WILL NOT CBE ACCEPTED. DO NOT 5CALE DRAWING5. 5. THE5E PLAN5, A5 DRAWN, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR 5HALL FAMILARIZE HIM5ELF WITH T1415 GOVERNING CODE & BUILD IN ACCORDANCE WITH ALL FROV1510NO Of THI5 CODE WHICH MAY OR MAY NOT BE ADDFE55ED ON THESE PLAN5 AND NOTES. 6, 13UILDEK 19 KE5PON50LE FOR ADEQUATE BRACING OF 5TRUCTURAL AND NON-STRUCTURAL MEMBER5 DURING CONSTRUCTION. TRU55E5 ARE TO 'BE INSTALLED U61NG 5AFE ERECTION PROCEDURES AS RECOMMENDED IN THE GUIPELINE5 PROVIDED BY THE TRU55E COMPANY. 7. ALL WINDOWS AND DOOK5 5HALL BE CAULKED AND WEATHER 5TRIPPED. EXTERIOR WOOD DOOR JAMBS 5HALL BE SET IN A BED OF 51LICONE CAULKING OR OTHER WATER PROOFING. PRODUCT DESIGNED TO 5TOP WATER PENETRATION INTO THE WOOD. WINDOW UNIT5 5HALL D15PLAY LABE15 5HOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION; CONCRETE NOTES: 1. CONCRETE 5HALL CONFORM TO A5TM C94-94 AND 5HALL HAVE MIN 2500 P51 COMPRE551VE 5TRENGTH IN 28 PAY5., (UNLE55 OTHERWI5E NOTED). ALL CONCRETE WORK 5HALL BE IN ACCORDANCE WITH ACI 318-99 AND ACI 301-99.ALL CONCRETE MA50UNRY WORK 5HALL BE IN ACCORDANCE WITH ACI 530-99, / 2. MINIMUM CONCRETE COVERAGE OVER REINFORCING 5HALL BI_: BEAM5&COLUMN5-1'/z" 5LA135 ON VAPOR BARRIER - 3A" FORMED CONCRETE BELOW GRADE - 2" UNFORMED CONCRETE BELOW GRADE - 3" 3. REINFORCING STEEL: GRADE 60 A5TM A615-94 4. REINFORCING STEEL 5HALL BE LAPPED 46 BAR VIA. MIN. WHERE 5PLICED AND 5HALL BE WIRED TOGETHER. PROVIDE CORNER BAR5 5AME5IZE AND NUMBER AT ALL CORNER5 IN FOOTING5 AND BEAM. 5. ALL GARAGE 5LAB5 5HALL. PITCH TOWARD5 THE OVERHEAD DOOR A MIN OF 1". NO CURB REQUIRED UNLE55 OTHEPW15E NOTED. ALL EXTERIOR CONCRETE 5TOOP5, PROCHE5, PATIOS, & WALKWAYS AGAINST THE 5TRUCTURE 5HALL GENTLY PITCH AWAY FROM THE 5TRUCTUKE TO AVOID PUDDLING WATER. 6. ANY MECHANICAL CONCRETE PAD FOR PUMP5, A/C COMPRE550R:3, POOL EQUIPMENT, WATER PURIFYING EQUIPMENT 5HALL BE 150LATED FROM THE 5TRUCTURE A MIN. OF 4".. FRAMING NOTE5: 1. THE TRU59 LAYOUT ON THESE PLAN5 15 5CHEMATIC IN, NATURE:. HOWEVER, THE SUPPORTING 5TRUCTURE HAS BEEN DESIGNED UNDER THE A55UMPTION THAT THE FRAMING 5CHEME 5HOWN WILL CLO5LY RE5EM5LE FINAL TRU55 DE5IGNER5 LAYOUT. 2. FINAL 5IGNED AND 5EALED ENGINEERED TRU55 DRAWING5 MUST BE SUBMITTED TO THE DESIGNER OF RECORD FOR REVIEW. 3. TRUSSES TO BE DE5IGNED TO CARRY LOAD5 OF ATTIC A.H.U. & M15C EQUIPMENT ARE TO BE COORDINATED BETWEEN THE BUILDER AND TRU55 COMPANY. LOCATIONS OF ANY 5UCH EQUIPMENT 5HALL SHOW ON THE 1TU55 DRAWING5 AND 15 THE BUILDER5 RE517ON5113ILITY TO EN5URE'PROPER LOCATION FOR A/C DESIGN REQ. 4. 5/8", OR EQUAL, 5HEATHING MAY 13E..APPLIED BY THE HOMEOWNER TO ATTIC TFU55EO ONLY IN AREA5 WHERE THE TRU55 COMPANY HA5 SPECFICALLY DE5IGEND TRU55E5 A5 ATTIC STORAGE TKU55E5. 5. ALL WOOD IN CONTACT WITH CONCRETE TO DE PKE55UFE TREATED OR 5EPERATED BY OTHER APPROVED M015TUPE BARRIER. 6. BUILDER 15 RE5PON5115LE FOR PROVIDING ADEQUATE BRACING AND BRIDGING U5ED DURING ERECTION OF TKU55E5 TO PREVENT COLAP5E OR DAMAGE. 7. INTERIOR BEARING PARTITION5 TO DE CONSTRUCTED OF #2 HEM FIR OR # 2 SOUTHERN YELLOW PINE WITH ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDINGFOR A 51NGLE MEMBER OR BETTER. 8. NON -BEARING INTERIOR PARTITION5 MAY BE CONSTRUCTED OF 25 GUAGE CEE CHANNEL TYPE 5TUD5.AT 24" O.C. EXCEPT 0 DATH5 & KITCHEN55PACED CAD 16" O,C. ATTACH 'h"GYPSUM BOARD ON EACH SIDE SECURED WITH 1" LONG BUGLE HEAD 5CREW5 AT 12" O.C. MAX. 9. AT BATH WALL WETAREA5 IN5TALL Y:" CEMENT BOARD OR COMPKA13LE WATER PROOF BOARD WITH MFG. REC. FA5TENER5. 10. METAL ALTH OVER 5HEATHING5HALL BE 318" PAPER BACKED V- GROOVE-OR DIMPLED. CEILINGS AND 5OFFIT5 5HALL BE HIGH RI515 TYPE FASTENED TO SUBSTRATE A5 FOLLOW5; CONCRETE- 3A:" LONG 6TU13 NAIL5 W/ 3/8"-HEAD HORIZONTAL & VERTICLE WOOD FRAMING MEMBER5 W NALS OR STAPLES TO PROVIDE AT LEA5T 1 34" PENETRATION INTO HORIZONTAL & 3A" PENETRATION INTO VERTICLE MEMBER5. ON VERTICLE MEMBER5 COMMON NAIL5 TO BE BENT OVER TO ENGAGE AT LEA5T 3 STRANO5 OF LATH OR BENT OVER A RIB WHEN RIB LATH 151N5TALLED. 5HEATHING-14 GUAGE 5TAPLE51" LEG. it. ALL HURRICANE STRAPPING TO BE 1.A.W. & INSTALLED PER MFG. INSTRUCTIONS. FOUNDATION NOf 1, FLOOR 5LAB TO BE MIN 4" THICK POURED CONCRETE WITH FIBER MESH REINFORCEMENT OR (OPT), 6 x 6 / 10:10 W.W.M. ON 6 MIL V15OUEEN VAPOR BARRIER, PLACED ON CLEAN FILL COMPACTED TO MIN 95% DEN5ITY. .PRETREAT 5LAB FOR TERMITE5 PRIOR TO CONCRETE PLACEMENT. 2. 501L BEARING TEST AND 501L AUGERS TE5T TO BE CERTIFIED: BY A FLORIDA REGISTERED ENGINEER PRIOR TO CONCRETE PLACEMENT, 3. AFTER 5TANDARD CLEARING & GRUBBING HA5 BEEN COMPLETED AND APPROVED BY THE BUILDER, APPLY VIBRATORY COMPACTOR A MIN OF 4 PA55E5 TO THE EX15TING GROUND. FILL TO BE PLACED WITHIN 6-0" OF THE CON5TRUCTION`PERIMETER 5HALL CON515T OFCLEAN WELL GRADED SAND IN 12" LIFT5 (MAX) AND VIBRATORY COMPACTED TO ACHIEVE AMINIMUM OF 95% DEN5ITY. 4. 9LA135 5HALL NOT 8E LOADED FOR A MIN OF 24 HOUR5 AFTER PLACEMENT. 5. ALLSLOPED 5ECTION5 OF 5LA135 & 5TEP5 TO BE MAX 45 DEGREE. G Cfa ly" CO LI _ _ q q N 2_ I f ,,� �j, J'- I" .i,.J=2 :.....�i._. l.�l. _�II ,2'_�II „ IfJ+_-4-" b,'4'-lO°t _ _ W LEVEI.. FLOOR lal.^tJ 1/4pe A 0�117 M'0'� D i 0 4 J V/ Wc-I tt M W en F�1 z O MLn W ErnLu wo a J to N D. JO 14•t�3 G3 of N) ((�� � A n {J `-DIMpe N FTG 1Ac Ftt_t_ FXT aTCM WAAi L:l CvNct-'. U6 _. �I �I Nil IN I Fre w COWC. FLoe*f ,tST t6lG" WALLoQ - } 24 ccar►c��T� �, 244x tom° Mtn 24`1X[' MbrJD" - O 4 t;TG W 05) 04b 12-4 11 82L je� 15 `- u 64 2 �'- _ �N °�{ 1 �1 t N ° t1 A N q • l� w IN " • 2-!� 5— e �ciX �- 03 D -4 M t N C4!:>y-1COeTC--T1C --� I • I �. I , F.XCS;"14.tG- �Gt'4U II/�L(, s.,>ti(, .. _//., I I I 24 o FP•G5 ?CI S?lhl C IY I I + I • — — ( • � I -' `� � CT`(F.} �-"G✓.�NG S��.P.a� MIIJ-�r"r.:':z� �j�'4�:�:�""`i?.i� �c?1�..- ���" T�R1�111��� I I , I I �I�r� Mct�4-I' lJh l Le MIL. YI�J, i • I N • I ON. CL,6AA4 COMPAG` 0 Ftu. rU I I M14 19ev/0 C;>EsIT%C-`�-----' FF. - _ ! 12 - ble- C>AC-T<v" «? S tom) Gr�N t4TJx2c �-�- I I VTI i-`32 CD i "' I � -� 1 12h I � PA►Js�N Toy ��' i t;Xloce-tJC Tb 2 1 t3 =�L g -4 4 i I-4 L& � � -© 2 -�?aft oft •! li a° ,O► ti • g q4 �F !�� D■ J W.. O M W Z >MM Q N ® t.L. LM t� z OMB W e • F14 JC ►A NOW )VW 64 1 06 i a. Iti1 tw�t�nt� 14"x `�fz"50t�iT"t�t tD- Ft..�T �tNts� F-L bs641WntA -V tt-Nt...-61L -r-D P,aE.pZ M t►.14" COW- s t Li- CrtP) -apt t-w2-FT @ Z4rd tN3ut.�tv�a �.'z. M,tS�c f t = C5 OL lD-eAlkT __ 4� cetwNC; Fuze P.>e6tK C-L 36lcp w7 Cows— TP7 W c t8"cac- Cz)2xPVT LfS V ' Wl emflp.t tGL-i t� w 2x 2 A4 kekteP;p. W1->T 5Ll. cq:60cx/*,CAtO to' rmvA r-:;M Da bu tr.0 Nd, 5Ec.T 109 1.aal.. 1`-,1 N v,76's�►N:+. �9aG.'�. ® mot. �X. �✓/e�.� -rA. cue Sd l P-n.'FLZIOr— Crt_Ue W t. t&ull?_ tAA tt_. 4 P` t1 W 2" P 1 Scc•� �i Wc.�p Ft. �'tJtST� '®� as J, TAP c•e� 13E.e*r�_ � ex�- or= 6�,ti-rat 1�IETA t�ul,C,. �PI-Sl�tthlC�S. t x8F[ WCOP PAucv---- C3 t �4 ZA:- Y, FGX`Ctl-tCT, ObFtw. t N5T4LL- TtLC- TMZS45�P eWeR , �Ll�.�tt�L•�' • �•� STt1taG.� �; I FF7 L�. z 4" 15U I LDI NG SCCT!® eta/P q E k• Ur 7-4" �NTEt2.MsLea U121.4 bl,W N � t;Nt7 t PTO t�7E1-t� m Ar . A 3/4" v I t \----CCl lAi V RJSI L. _t4 t n Ill III • — — o t 1n=lo ip'-fix_ (Z,.d-tSG� �'CUGGGi vc W ci► t 2" J Ce lJ c ,44 T' TtE To Grn-Nt=ctitJc� �'.�, k] Cam} C.ealN �_ ADS, 4cz>tac. PATto oN 6 t4t1 Y.e? 0 • w W cum zcQLL;g LF) z W p N ui "I rn 3 tea: m , OF r5gettN Wit~ p faep-M . gyp. Uv,l W `D6; PST w G) t. mm e>r;5� e �CF -i�' W- SfUGco rt�.ls-t4 u cue vIT. �{ s ti- 2 �c4 a c+�Kr N 6r � v e;ot � r T ::�d t/4" x 2'�/4' TAP CoN fRDtA C.d2WCy. - --- all '2 ,�-o iL TVZ EA0� � iZ •� F'rP>�12G' I WSuL.-ATIC+j 2 � 4CIL N1ls?z . k� I—V. �Co"CT�ISS � Ili �' 4 Tm&-P l m TAP C_�.K-Re't'�' !�I►ti � MIl.4V'P,� l>t-4 C Lt"� N C.1DM PbrT� IFtL.L. Tre;17*b Fa Y2'/s14 Flow s11 SG4i..W-- qtat1 tzt le �I - 4' ace• ��� �Tts� --ti,1eD" Wr�a OUT Tp lt�W 4Q'- 613�iibf-1� ft�ll� 'Slue C.o I "ts4� _mod► 1 491 Lo C4Y— Ff2. ORS. 0 - � � EX • GDP. P�11b ! � I FILE COPY A m W 0 wM d' Z2 L�aLL�u' ►V11 z M o m CA N �p� 1/� W0Ln `i Nv�W. rnLr,C: r A■ PRODUCT APPROVAL - YEGA YVINDOYVS - MFG: PGT GLASS FIELD DESIGN PRODUCT ATTACHMENT METHOD LOCATION SERIES SIZE I TYPE DESGR. GLA$5 TYPE PRESSURE PRESSURE APPROVAL # 1l4" TAP CONS MIN 1 1/4" EM5EDED INTO 50LID POUR FIRST FLOOR 1/161, 51.9 / 34.6 60.0 / -80.0 NOA 13-0502.03 EXP 2/19119 GMU; FILL ALL HOLES STAIRCASE PW-120 26 FIXED IMPACT LAMI 1/4" TAP CONS MIN 1 114" EMBEDED INTO SOLID POUR 1/161, LAMI 34.1 / -31.1 80.0 / -80.0 NOA 13-0502.09 EXP 2/19/19 GMU; FILL ALL HOLES PW-120 24" FIXED W/ ARCH TRANSOM STAIRCASE IMPACT 1/4" TAP CONS MIN 1 1/4" EMBEDED INTO 50LID POUR 311b" Annealed 29.51.33.0 41.2 /-41.2 NCA 11-1201.04 GMU; EXP 4/5111 FILL ALL HOLES DEN HR 210 0 25 HR NON -IMPACT 1/4" TAP CONS MIN 1 1/4" EMBEDED INTO 50UD POUR 1/8" Annealed 31.q / -54.5 55.01.90.0 NOA 11-1201.04 EXF 415117 GMU; FILL ALL HOLES UTILITY ROOM MR 210 H 24 MR NON -IMPACT 1/4 " TAP CONS MIN 1 1/4" EMBEDED INTO 50LID POUR 1/8" Annealed 91 A / -94.8 55.0 / •63.1 NOA 11-1201.04 EXP 4/5/11 GMU; FILL ALL HOLES GARAGE HR 210 53 HR - NON•IMPAGT 114" TAP CONS MIN 1 1/4" EMBEDED INTO 50LID POUR 118" Annealed 31.9 / •34.8 55.0 / -63.7 NOA 11.1201,04 EXP 415/11 GMU; FILL ALL HOLES FAMILY ROOM HR 210 (2) 33 MR NON -IMPACT (2)ROWS 1/4" TAP CONS. MIN 1 1/4" EMBED INTO SOLID POUR GMU, FILL ALL HOLES TOP; 50t & SIDES. 670 HP 9-0" X V-0" 5GD 3/16" Tempered 28.41.31.3 901-151 NOA 11-1018.18 FAMILY ROOM NON -IMPACT 114" TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR 5/16" Annealed 31 A / -94.6 59.3 / -59.3 NOA 12-1218.01 EXP 401/16 GMU; FILL ALL HOLES NOOK GA -140 (2) 3060 GA NON -IMPACT 1/4"TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR i 3/1 &' Annealed 30.41-95.3 99.61-39.b NOA 11-1201.04 EXP 415111 GMU; FILL ALL HOLES NOOK MR 210 6260 MR NON -IMPACT (2)ROW51/4" TAP CONS. MIN 1 1/4' EMBED INTO SOLID POUR GMU, FILL ALL HOLES TOP; BOT & SIDES. LIVING ROOM 610 HP 12'-0" X V-0" 5GD 3/16" Tempered 26.41-31.5 90/-151 NOA 11.101bA6 NON-(MPACT (2)ROWS 1/4" TAP CON5. MIN 1 1/4" EMBED INTO SOLID POUR GMU. FILL ALL HOLES TOP; BOT & SIDES. MASTER BEDROOM 610 HP 6-0" X V-0" EGO 311 &'Tempered 30.4/-59.3 90/-151 HOA 11-1016.18 NON -IMPACT 1/4" TAP GON5 MIN 1 114"EMBEDED INTO SOLID POUR H 34 5H 1/6" Annealed 35,1 / -55.1 56.0.1-59.9 NOA 11-1015.12 EXP 11/01/16 GMU; FILL ALL HOLES 5H 200 (2) MASTER BEDROOM NON -IMPACT 114" TAP GON5 MIN 1 1/4" EMBEDED INTO 50L DD POUR NOA 11.1201.04 MASTER BEDROOM HR 210 22 MR 1l8" Annealed 35.7 / 33.1 55.0/ •13.5 EXP4/5/11 GMU; FILL ALL HOLES NON -IMPACT 1/4" TAP CON5 MIN 1 1l4" EMBEDED INTO SOLID POUR OBSCURE 33.5 / -44.6 56.01.59.9 NOA 11-1015.12 EXP 11/01/16 GMU; FILL ALL HOLES - - MASTER BATHROOM 5H 200 H 24 5H NON -IMPACT GUEST HOUSE MFG- PGT 1/4" TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR 3/16" Annealed 25.2/-21A 41.2 / -41.2 NOA 11-1201.04 EXP 415/11 GMU; FILL ALL HOLES NOOK HR 210 35 MR NON -IMPACT 1/4" TAP GON5 MIN 1 1/4"EMBEDED INTO SOLID POUR NOA 11-1201.04 3/16 Annealed 25.2/-27.9 41.21-41.2 EXP 4/5/11 GMU; FILL ALL HOLES NOOK PW-101 15 FIXED NON -IMPACT (2)ROWS 1/4" TAP CONS. MIN 1 1/4" EMBED INTO SOLID FOUR GMU. FILL ALL HOLES TOP; BOT & SIDES. b10 HP 4'-V' X V-0" 5G0 3/16" Tempered 30.41-39.9 90/-151 NOA 11.1016.18 LIVING ROOM NON -IMPACT 1/4" TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR 3116" Annealed 25.2/-21.9 41.21-41.2 NOA 11.1201.04 EXP 4/5/17 GMU; FILL ALL HOLES GUEST BED HR 210 35 MR NON -IMPACT 1/4" TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR 1/8" Annealed 35.11 •38.7 55.0 / -81.1 NOA 11-1015.12 EXP 11/01/16 GMU; FILL ALL HOLES GUEST BATH 5H 200 H 33 5H NON -IMPACT 114" TAP EONS MIN 1 114" EMBEDED INTO SOLID POUR 3/16" Annealed 29.51-33.0 41.2 / -41.2 NOA 11.1201.04 EXP 4/5/11 GMU; FILL ALL HOLES LIVING ROOM HR 210 D 25 HR NON -IMPACT DETACHED GARAGE 114" TAP CONS MIN 1 1/4" EMBEDED INTO SOLID POUR 1/6" Annealed 95.1 / -35.1 55.01-51.1 NOA 11-1013.12 EXP 11/01/16 GMU; FILL ALL HOLES GARAGE/ ENCLOSED 5H 200 33 5H NON -IMPACT NOA 13-0502.03 1/4" TAP CONS MIN 1 1l4" EMBEDED INTO SOLID POUR SECOND FLOOR MFG- PGT PW-120 (2)16" x 48" Fixed 1116, LAMI 31.9 / 34.8 60.0 / -60.0 EXF 21111/19 GMU; FILL ALL HOLES ENTRY IMPACT 114" TAP GON5 MIN 1 1/4" EMBEDED INTO SOLID POUR 7/16" 319 / 34.8 60.0 / -60.0 NOA 13.0502.03 EXP 2/19/19 GMU; FILL ALL HOLES ENTRY PW-120 36" x 46" Fixed IMPACT LAMI 114" TAP CONS MIN 1 1l4"' EMBEDED INTO SOLID FOUR 111 b" 91.9 / 34.8 80.0 / •80.0 NOA 13-0502.03 EXP 2119/19 GMU; FILL ALL HOLES ENTRY PW-120 24" Fixed Arch Transom IMPACT LAMI (2)ROWS 114" TAP CONS. MIN 1 1/4" EMBED INTO SOLID 3/10" Tempered 33.1436.1...- 901.151 NOA 11.1016.18 POUR GMU, FILL ALL HOLES TOP; SOT & SIDES. LOFT; BED 3; BED 4 610 HP 5'-0" Xb'-8" 5GD NON -IMPACT 1/4" TAP CONS MIN 1 114" EMBEDED INTO SOLID POUR 3116" 30.41-33.3 55.0/-57.1 NOA 11-1201.04 EXP 415111 GMU; FILL ALL HOLES BEDROOM #2 - HR-210 D 25 MR NON -IMPACT ANNEALED 1/4" TAP CONS MIN 1 114" EMBEDED INTO SOLD POUR OB5CUE 35.7 / -38.1 55.U/-67.9 NOA 11.1201.04 EXP 4/5/18 GMU; FILL ALL HOLES 5ATH#3- HR-210 H 34 MR IMPACT 1/4" TAP CONS MIN 1 114" EMSEDED INTO SOLID POUR GMU; FILL ALL HOL55 BATH #4 IMPACT , 1/4" TAP GON5 MIN 1 114"EMBEDED INTO SOLID POUR V16" 35.1 / -38.1 80.0 l -80.0 NOA 19-0502.03 EXP 2119/19 GMU; FILL ALL HOLES HALL PW-120 24" Diameter Fixed IMPACT LAMI 1/4" TAP CONS MIN 1 1/4" EMSEDED INTO SOLID POUR 35.11-36.7 GMU; FILL ALL HOLES BEDROOM #4 • H 84 MR IMPACT 114" TAP CONS MIN 1 1l4" EMBEDED INTO SOLID POUR 7/16' $0.01 -80.0 NOA 13-0502.09 EXP 2119/19 GMU; FILL ALL HOLES BEDROOM # 4 - PW-120 H 33 IMPACT LAMI 1/4" TAP CONS MIN 1 1l4" EMBEDED INTO SOLID POUR NOA 11-1013.12 116' Annealed 59.11-38.1 55.01.81.1 EXP 11/01/16 GMU; FILL ALL HOLES BATHROOM #4 - 5H 200 H 99 5H NON -IMPACT - 1!4" TAP CONS MIN! 1l4" EMBEDED INTO SOLID POUR 7/16" 34.1 1-31.1 80.01-60.0 NOA 13-0502.03 EXP 2119/19 GMU; FILL ALL HOLES -' OPEN TO BALCONY Pi (3) 25 Fixed IMPACT LAMI 1/4" TAP GUNS MIN 1 1/4 EMBEDED INTO SOLID POUR 1/16° 54.1 1-31.1 NOA 13-0502 03 EXP 2119119 GMU FILL ALL HOLES OPEN TO BALCONY PW-720 24" High Fixed Transom IMPACT LAMI DOORS - MFG:THERMA-TRU GLASS FIELD DESIGN PRODUCT ATTACHMENT METHOD LOCATION 5ERIE5 SIZE/TYPE DESGR. [&LASS TYPE PRESSURE PRE55URE APPROVAL# 1/4" TAP CONS W MIN EMBED 1 1/4" INTO SOLID POUR 31.91-54.8 61.0/•61.0 FL. 5b91.2 ROM CORNERS & PLACE MAX 14" GMU, BEGIN 6" FOG RAGE & CABANA & THERMA SMOOTH STAR 2'-b" X 6'-8" NONE NONE TOP & SIDES. TRU 1/4" TAP CONS W MIN EMBED 1 114" INTO SOLID POUR [GARAGE 1/A-TEMPERED 50.0/-50.0 FL. 7630.1 GMU, BEGIN 6" FROM CORNERS & PLACE MAX 14" THERMA SMOOTH STAR 5-0" X 8'-0" IMPACT W 582" 31 AI-34.8 OG.TOP & SIDES. K/FAMILYI TRU FRENCH DOOR ANNEALED 1/4" TAP CONS: MIN EMBED 1 1/4" INTO SOLID POUR GMU.' 1/W TEMPERED SIDES JAM55- BEGIN b" FROM CORNERS SPACE AT THERMA FIBER CLA551G• GLAZED 6`• IMPACT W 5137 32.11-35.1 50.0/-50.0 FL 1630.2 13.15" MAX. TOP & BOT JAMB 6" FROM CORNERS & (4) ENTRY TRU 0" X 8'-0" FRENCH DOOR ANNEALED TAP CONS AT 5" OG FROM CENTER OF TOP JAMB. 1/4" TAP CONS W MIN EMBED 1 114" INTO SOLID POUR THERMA SMOOTH STAR- OPAQUE; IMPACT NONE 25.41-2'1.1 61.01.61.0 FL. 5891.2 GMU. BEGIN 6" FROM CORNERS & PLACE MAX 14" OG.TOP & 51DE5. GUEST SUITE TRU 3'-0" X 1/4" TAP CONS W MIN EMBED 1 1/4" INTO SOLID POUR THERMA SMOOTH STAR- OPAQUE; IMPACT NONE 25.4/•21.1 6t01-61.0 FL. 5891.2 GMU. BEGIN 6" FROM CORNERS &PLACE MAX 14" OC.TOF & SIDES. DETACHED GARAGE TRU 2'-8" X 6-8" DOOR - MFG: YVAYNE DALTON Field Product Approval ATTACHMENT METHOD LOCATION SERIES SIZE /TYPE Pressure Design Pressure No. WOOD BUCK. DOOR JAMB- TOP JAMB IN5fALL (b) #10 X 2 1/2" WOOD SCREWS INSTALL ON 2 X 6 MIN PT & (4) IN MIDDLE ® 3" OG. THRESHOLD -INSTALL (1) 1/4 TAP CONS BEGIN 9" 28.4 / 51.b 1-66.6 FL 5557.1 (2) ® 3" & 6" FROM CORNERS FROM CORNERS & (4) @ 9" OG IN MILODM�'OE JAMBS- 5GRENS BEGIN 4" FROM CORNERS & GARAGE 5500 /9100 (2) 9' X 8' -34.3 THEREAFTER. WOOD BUCK. DOOR JAMB- TOP JAMB INSTALL (5) #10 X 2 112" WOOD SCREWS INSTALL ON 2 X 6 MIN FT (2) @ 3 & 6" FROM CORNERS & (4) IN MIDDLE ® 3" OC. THRESHOLD -INSTALL (1) 1/4 TAP CONS BEGIN 3" --- 23.5/•26.7 9 0.0/-33.5 FL 5587.1 FROM CORNERS & (4) Q 3" OG IN MILDDLE. SIDE JAMBS- #10 X 2112 5GREW5 BEGIN 4" FROM CORNERS & DETACHED GARAGE 5 /9100 5 00 18' X 8' MAX 1 131 OG THEREAFTER. - -- - - _ i -- - -- - ROOFING ---- Product ATTACHMENT METHOD - MANUFACTURER DESCRIPTION Approval No. "Duration" 30yr Architectural Dimensional Asphalt FL 10614-R9 6 MAIL PATTERN Owens Corning Shingles i GLASS BLOCK - MFG: PITTSBURGH/CORNING LOCATION SERIES SIZE /TYPE GLASS 'LASS TYPE FIELD PRESSURE DESIGN PRESSURE PRODUCT APPROVAL # ATTACHMENT METHOD DESGR. Mortar Joints 1/4" to 3/8" lyp. Install expansion strips and sealant at Jamb at head locations only. Install asphalt emuslon, MORTAR - MO MASTER BATH RT 6" x 8" Glass Block Impact 8' X 8' 91,9 / -34.8 15.01.15.0 NOA 12.0406.06 EXP 8I09/11 then mortar at sill location. Mortar type "5". Reinforcement (HOLLOW) ladder type, 9 ga., 2" wide w/butt-welded crosswires spaced at 16 OG horizontal joints only FIRM a" a a NWA F � HURRICANE PANELS MANUFACTURER DESCRIPTION PRODUCT ATTACHMENT METHOD APPROVAL# FLUSH MOUNT TO GMU MA50NARY WIWALL MOUNTING INSTALLATION RAWL CALK - Eastern Metal Products 24 Guage Gal Steel Panel FL 11164.2 IN OR ELGO MALE/FEMALE MATE OR GF TAP -GRIP FILE COPY 11 0 e :r aor1 W ^ jmMN I..1 O n 1 N a"_ 4t 0 N N IJy "9 rnsuni 4 11111111 I I 1 1 2.I -1.� \ � COIJGfSYfE FII.LEo 64K tir I \ �... 17a.L MEETS 6Mll (TYP) PITTSBURGH CONRNING PANEL ANCHOR. @EVERY ' OTHER COURSE. FOLD OVER @ 90 DEGREES AND EXTEND LAV as/ ALONG SILL AND LINTEL MIN 12". FASTEN W/ (2) 1/4" X 3" EXPANSION BOLT W! WASHERS @ EA. ANCHOR. =<a 2 �J a PANEL REINFORCING @EVERY OTHER C> (n j/r' n a)" cs eu •l K€. FIa COURSE HORIZONTALLYy '$Y Jd.. ut RYLIAW. FLIVCH tVkLAO WI1%d FW4S I2"a4 R US j7 wtylEn.. r3aoR EXPANSION STRIP �ROWs q - FizaME a spGJro l{Ep,pEry�I[6P4 r - fl', �'P' (TYP) PITTSBURGH CONRNING �� �J I r7 5t 1►�I ti T e Wnna LATERAL PANEL ANCHOR @ EVERY C.) o,P&J ev. anpaa oa OTHER COURSE. EXTEND MIN 12" INTO ADJACENT BLOCK COURSE. 2 r Nerc�a . (JF 5' 9AL - 21 Cx� i{EM FIR 3111ai Wi / %%! 1• ALL PANEL ANCHORS MUST BE BENT WITHIN �r+co5 e I/. THE EXPANSION JOINT AND SHALL GENERALLY n BE PLACED 16 APART OCCURING IN THE SAME µ% aow ua s. JOINT AS THE PANEL REINFORCING AND MUST BE COMPLETELY EMBEDDED IN THE MORTAR oev'c" a JOINT OF THE GLASS BLOCK PANELS 3 )51H m EXTENDING A MIN. OF 12" INTO THE JOINT. S , - Z (,. Zi, ; • - TYP. FaNING; A (TYP) GLASS BLOCK DETAIL pEFpIMflTER FmTl 5�2"x5PNCH00. PX4,7@kf� . s an u rop FJcs SCALE, DO NOT SCALE • Pl11MBIN NOTE : �e _ _ • BEARING WALL DETAIL 1. ALL PLUMBING FIXTURES SHALL MEET THEREQUIREMENJTG OF TABLE 604.3 F.B.C. AND TO BE INSTALLED IN ACCORDANCEpN40¢PR WITH SECTION 405, F.B.C. - . ... u.v =Nsr>w 46 oAm erc /bP OFPR10, IUTEq-3K-T. 2. ALL PIPE 51ZING & LAYOUT TO BE DETERtvIINED BY A PLUMBING - - F�4/y of PERIWMRz Fry: LIA5TE P1 I PLUMBING CONTRACTOR PER LOCAL CODES. r LU M B I N G RISER 3. WASTE PIPING TO BE SCHEDULE 40. :' � 4. ALL H05E 15I15135 SHALL BE FURNI5HED W! WATTS 5 A VACUUM BREAKERS. - - -- GLASS BLOCK DETAIL 5. FURNISH & INSTALL PER 5' DEVICE FOR GROWER .TEMPERPER ATURE CONTROL ESTANDARD PLUMBING CODE 2 OIp _ .. - - ■� O u DOND BEAM OR (� UNLESS OTHITRW15E CONIC. TIE BEAM _ _ - - A SPECIFIED, SECURE 560 + V FRAME5 TO SOLID POUR CMU W/(2) PARALLEL ROW5 OF W PT.• ATTACH W/ 3A6'k 2 U4° 11 iX4 Pi DOOR 3/16 1/2' " TAP COJ5, MIN EMD i TAPCONS 3n FROM EDGE + MAX 12'I OC. SURROUND DRYWALL 1/4'.FILL MFG, PRE PUNCHED HOLE5. II ! 2c4WOODBLOCKING I 1 wM II ® MAX 6 O.C. n SEALANT s n IX4 PT 5UCK, ALL /) OC. MU TTOM BIUDCK IF PRECASOT 5 LL9 ATTACH 1/21 CDX PLYWOOD �° I (e - M,�� - F'Fdt 4N,61z- IP POURR CMU WI CASE HARDEIJED NAILS ®4" ARE USED. WINDOW BUCK TU BE EQUAL IN _- �, 45r.,•„�,,,,� , FACE TO 20 WOOD BLOCKING WIDTH OR WIDER THAN THE 56D FRAME W/ (2)10A NAILS EA END. }► THAT IT 5ECURE5. (� TYP, SLIDING GLA55 DOOR BUCK DETAIL: STUCCO FINISH ONPAPER BACK LATHE ® I� uNp•t-! -cp 5OLIDPOURCMU. �TCT 24Fx,12„ 1X4 PT DOOR UNLESS OTHE 2W15E _ 1/2" SURROUND 5PECIFIED,5ECUREWINDOW ATTACH WINDOW W1$10GALV. ) q ki (2) � e DRYWALL FRAME5 TO 50LID POUR CMU Wl3/16' TAP CONS, MIN EMD i SCREWS INTO &4 WOOD 15LOCK5 9_4 FILL MFG PRE PUNCHED PER PRODUCT APPROVAL W C2� �M. �.Q�f r'' /� HOLES. 4: �/l. .. TEE TC� MAW 1110 mi-ARCH & Fff DROW •• SEALANT WINDOW ATTACHMENT DETAIL 1X3 PT BUCK, ALL 5IDE5. FASTEN TO 50LID POUR CMU WI CASE HARDENED NAIL5 W 4" OC. OMIT BOTTO!d BUCK IF PRECA5T GILLS ARE USED. MNDOW BUCK ' .a TO BE EQUAL IN MOTH OR MDER THAN THE MNDOW FRAME THAT (`' 5ECURE5. C TYP, WINDOW BUCK DETAIL: { 1 PRE -HUNG EXTERIOR DOOR5, ,� 'I • - ATTACH 2X DOOR BUCK5IN SUCH A MANNER A5 TO A5 A MINIMUM, COVER THE ENTIRE r WIDTH (A5 MEASURED FROM IN510E TO OUT5IDE) OF PREHUNG DOORJAMB. FASTEN THE 2X 3UCK5 TO 50LID POUR CMU WITH 3116" TAP CONS WITH A MINIMUM 1/1/4 I * T O EMD. AT MAXIMUM OF 0 OC. AMP A MAX 6" FROM EA. CORNER. FA5TEN THE PRE -HUNG ¢{ w DOOR JAMB TO THE 2X BUCK5 WITH # 10 SCREW5 WITH A MIN. 1/1/4" EMB. 5TAGGEREP AT j ( _ . � * i Z M 16"OC.AND ATMAX 6"FROM EA, CORNER. VtVLVEVI w mMN 5ECURE THRE5HOLD WITH z O Q LL os tali 1X4 PT DOOR WOOD CA5ING 3116" TAP CONS. MIN EMB.1 ( OEM L C n IV 1/2" 5URROUND 114" INTO CONC. 51LAB. FILL - M DRYWALL MFG PRE PUNCHED HOLES. Z N r BUMPERTYPE METAL THRE5HOLD n N vt�DW ,J xn' DOOR 5TUCCO1 TILE STOOP I TYP. EXTERIOR DOOR DUCK DETAIL: • 2X6 PT ANCHOR 1050LID POUR CMU W11/27 5" to/2o 14 MIN, ANCHOR BOLT5 5PACE1) MAX 24 OC. BEGIN MAX 12" FROM EA. END. LOCK DOWN WI "- 3'X 3" SQUARE WASHERS AND NUT. `DATE STUCCO J013 r ((''++���,jj •�,;,R.U''� Y//' TRIMWEAHER MOLDING. PING WITH • bM1b�Y ia'y1 9[� TRIM MOLDING. /=T F I L CC)' P Y TYP. GARAGE DOOR DUCK DETAIL: FIRE BREAK STOP FLOOR JOISTS: INSTALL 5/8" DRYWALL FIRE STOPPING AT MAXIMUM 500 SF FT FLOOR AREA ON FACE OF FLOOR JOISTS. TRUSS LEDGER: FASTEN (2) -•2 X 8" PT TRUSS BEARING LEDGER TO SOLID POUR CMU WITH 5/8" X 5 %" MIN. WEDGE ANCHORS AT 36" OC. W 2 X 2 SQ WASHERS. BEGIN MAX 12" FROM ENDS. c*uftT Flour PA4,5TON sc* UNLE55 OTHERWISE NOTED ANCHOR ALL ROOF TRUSSES TO WOOD BEAMS WITH HTS 24 UNLE55 OTHERWISE NOTED ANCHOR ALL TRUSSES TO CONCRETE WITH HETA 20 UNLE55 OTHERWISE NOTED, ANCHOR ALL FLOOR JOISTS TO CONCRETE WITH META 12 AND TO WOOD BEARING WALLS WITH MT5 12 F LOOS %9f ............,.,-.� (( �.e ZoI'!)T40 v IN a Ej VGA ■� r� O M W •7MmN '� Qu �tA OWN Ln x �}C+nN 1�./�/ N qp� � a C ICI ONv--Iw D � . "I m Fm b D W 0 2 W c� M U_ O 0 W 3 0- J W _ O 2 "v Z Q L (V i� M <V I BREEZE WAY 1 I 171411 161811 M.BED 12" COFFER — — — — — — ---------------- _i II_ it II wlc 11 11 wlc pq C4 i bo N 411011 0 OPEN TO ABOVE LIVING ROOM 12' 0" —_J 16' 4" <V N t` h REAR PORCH 2' 6" 10' 4" 2' 6" io iV 23' 8" v 21' 8" r- 01 w r ,u j 51811 4' 0" 0 -v -_J_ ---1 I I I I IB 4'8" ,1„I- "I I I I I I I I FOYE landing 11 1 1 1 1 1 1 1 ih 11 1 1 5 1 13 1 1. 1 STAIRS N up �t 6" - WNTRY ;t col t O Cj� 00 : N 0 v N N 4' 6" 8' 4" ,I , 4' 6 10101 9, 8,. I�- 17' 4" M.BATH 411/16" 6 3/16" f 16" o 0 6" I Master Bath i I !1 Ii 81411 MA 19, 8 82' 8" 151411 NOOK 0 T EDIGINEERED TIMBER M TRUSS SYSTEMS `RDDU_-TS 2010" 614" E I T I r EAST COAST TIZUSS 0) 5285 ST. LiJCIF 01,171). FT. PIERCE FL 34-946 OFFICE: (7721466-2400 FAX: (772)466-5336 CUSTOMER: Vega, Rudy JOB NAME: Vega Res. `r BALCONY AREA `r FRAMED BY BUILDER DIN M. 10A 7' 0" 231411 LOWER ROOF AND FLOOR TRUSS PLACEMENT PLAN CID I 11' 8" 1 40811 61811 1 "4 171 1 1 13 11 1 i II I 11 I I I i 11 i ! landirfa ! 1 io 7 II I co II I I e TW6111 �r 3T 11 min CABANA 0 ii O v 0 Address: 904 Osceola Ave. CITY/COUNTY: Ft.Pierce/St. Lucie County .loB # 27039 - Floors 27040 -Roof - Guest blouse - Pavillion - Separate Garage DATE: 07-24-14 IN ACCORDANCE WITH THE FLORIDA ADWNISTRATIVE CODE 61G15S=31.003 (3) (c), A EAST COAST TRUSS is the. "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code i NOTE: By approving this placement plan(s), i signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this Q approval authorizes EAST COAST TRUSS toLL manufacture these trusses and deliver them to the project indicated on this drawing. 50o NON BEARING INTERIOR WALLS The customer also acknowledges that he/she accepts financial responsibility for any repair, W "' - - - I-- -'---- engineering, and labor required due to errors other than those of EAST COAST TRUSS. 8'-0" PLATE HT. Signed: < Date: HANGER SCHEDULE: Ti/L/ / / I U) , CODE = FBC 201OITP12007 ASCE 7-10 9'-3" PLATE HT. HUS26 QTY = 24 OCCUPANCY CAI EGORY 11 U EXPOSURE = B W MWF SPEED = 160 HIPCATS (5/12) BUILDING TYPE = ENCLOSED 9'-4" PLATE HT. QTY = 60 MEAN HEIGHT: 25'-0" Spacing: 24" O.C. (uno) Designed w/Lumber Values effective 6-1-13 U) GRAVITY' LOADS UJ 10'-8" PLATE HT. U) FLOOR: DUR FACTOR=1 .0 U) PSF=TCLL-TCDL-BCLL-BCDL 40-10-0-5 20'-0" PLATE HT. ROOF: DUR FACTOR=1.25 PSF=TCLL-TCDL-BCLL-BCDL 20-15-10*-5 LOADS PER FBC & FRC (n *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf I-- ZD a - ------------------ (5 II 0 _ I I 1 m o I l 1 - • `� 6" I I ih ll I I I I 11 II � II i BO II I I 1 1 II I l i Date: _.._ ..... - --.__.--_.._.w.--.,w-,__--_........_:...— _....+.:..— 1 1 — — ._._ _.-------_. _._._...:_..._._._. —— __--- _J J I DEFINITIONS LL] MWF = MAIN WIND FORCE 1 C&C = COMPONENTS AND CLADDING Z) d 12 TOB = TOP OF BEARING TC = TOP CHORD I BC = BOTTOM CHORD LL = LIVE LOAD z DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT TRUSS # =POUNDS HEEL 6 3/16" �' UPLIFT MUST BY-PASS FLOOR TRUSSES UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2x4 _ ALL GIRDER/COLUMN LOADS MUST {1 11/16" " BY-PASS FLOOR TRUSS UNLESS SHOWN STANDARD ROOF ON ENGINEERED TRUSS DRAWING. )DETAIL 2X6 STRONG BACK BRACING, 10'-O" O.C., IS 1 g" $ wised Heel RECOMMENDED ON FLOOR TRUSSES --- 18" Cantilever SPANNING 20' 0° OR MORE (' PLUMB CAUTION: SPANS GREATER THAN 30'-0" CANTILEVER MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. 4'1 REFER TO BCI-B1 FOR COMPLETE I ERECTION AND SAFETY PROCEDURES. 10 -8 10'-11 0. O 0 ALL BEAMS BY BUILDER �. 20" NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES 8�� 9,�„ /2REVISIONS �E Date IBIS TYPICAL FLOOR rr U 0 Proved ved and p4X2 FLOOR SYSTEM r E. 15252 SPACED 24" OC uno ; ' (U 4" if plotted 24x36) . Designed l-`. *BUILDER"S WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ON THE SCSI-131 SUMMARY SHEETS -SEE FINAL. ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. *WARNING* ALL BEARING POINTS MUST BE INSTALLED 2) PERMANENT BRACING FOR THE STRUCTURE IS PRIOR TO INSTALLING ANY TRUSSES! -FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW HE RESPONSIBILITY OF OTHERS. -OUR DESIGN DEPARTMENT MUST APPROVE -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS FAILURE TO DO SO MAY RESULT IN DAMAGED INSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS AND 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN OTHERWISE NOTED. INSTALL HANGERS ACCORDING TRUSSES AND WILL VOID ALL WARANTIES. SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ADVANCE. TO THE CURRENT SIMPSON STRONG -TIE CATALOG 12 5 [___ 2x4 0 STANDARD ROOF DETAIL Raised Heel 18" Cantilever im ING INTERIOR WALLS NTE HT. 771 4TE HT. HANGER SCHEDULE: HUS26 QTY = 24 HIPCATS (5/12) QTY = 60 E1,1GIIJEERED TIMBER TRUSS SYSTEMS PRDUU�TS ECT EAST COAST TRUSS ,)P,85 S'r. LITIE HIM). FT. PIFECT FL, 34-46 OT ICE: (712)466—P4130 FAX: (779,466-5236 CUSTOMER: Vega, Rudy JOB NAME: Vega Res. Address: 904 Osceola Ave. CITY/COUNTY: Ft. Pierce/St. Lucie County JOB # 27039 - Floors 27040 - Roof - Guest House - Pavillion - Separate Garage DATE: 07-24-14 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code FILE COPY m O CV 0) a. A 1 I I I 1 I I I I 144 r! W FF- U) U) U) LU Z D W U) U) W U) O W U) F- 0 O C, O U cY) 4- CN N 3 (a �/smU> J�1: tT dal. IVLL..L�lk�hl _ WP GAS Frame. arm _ I Ic- 6 N 0 OG f liCHEW, LxA4- HIR ----� I TJ rU;c�UfUC-r PROVIDED $LECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. W �� A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B•3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. FILE ��PY 0 70 rr �; ea ay m, k T yb i t • V 109 OF (1) #4 CU TO 50LID DRIVEN ROD, GROUND TO H05E BIB & FTC 5TEEL 0 UNDERGROUND 5ERVIGE BY FPL. PANEL #1 PANEL #2 Is�oMP MP 240 VOLT CIRCUIT 240 VOLT CIRCUIT W/BREAKER TYPE W/BREAKERTYPE PANEL PANEL #3 (3) # 110 RIGID CU - IN 11/2" RIGID I COND. ELECTRICAL RISER ELECTRICAL CALCULATIONS 300 AMP ELECTRIC PANEL- (z)t c C-'WIRE 5 NO # CIRCUITS BRKR WIRE WATTS NO # CIRCUITS BRKR WIRE WATTS #8 1.5 KW 1 A/C- 1 1P/30 #8 1.5KW 2 A/C UNIT 3 2P/30 3 5 A/H -1 2P/60 #6 10KW 4 6 A/H UNIT 3 2P/60 #6 10 KW 7 9 A/C 1P/30A #8 1.5 KW 8 10 REFRIGERATOR-#12 1P/20 1.5KW 12 DISHWASHER/DISP 1P/20A #12 1.5 KW 11 13 A/H #2 2PI60A #6 10 KW 14 WASHING MACHINE 1P/20A #12 1.5 KW 16 MICROWAVE 1P/20A #12 1.5 KW 15 17 POOL PUMP 2P/30A #10 2.0 KW 18 RANGE HOOD 1P/20A #12 1.0 KW 20 WHIRLPOOL TUB 1P/20A #12 1.5 KW 19 21 GAR DR OPENER # 1 1 P/20 #12 .9 KW 22 EXT GRCI @ .15 A EA 1P/15A #14 .9 KW 23 GAR DR OPENER # 2 1 P/20A #12 .9 KW 24 CEILING FANS .2 A EA 1 P/15A #14 1.8 KW 1.5 KW 25 SMALL APPLIANCES 1 P/20A #12 3.0 KW 26 POOL SPA MOTOR 1 P/20A #12 27 INT GRCI OUTLETS @.15 A EA 1 P/15A #14 1.0 KW 28 SUB PANEL- 29 INT GRCI OUTLETS .15 A EA 1 P/15A #14 1.0 KW 30 GUEST HOUSE 2P/40A #8 #12 1.5 KW 31 INT GRCI OUTLETS .15 A EA 1 P/15A #14 1.0 KW 32 REF #2 1 P/20A 1P/20 2.0 KW 33 EXT LIGHTS .5 KW EA 1P/15A #14 3.0 KW 34 36 WASHER GEN LIGHT 3X 660 SF 1 P/15A #14 2.0 KW 35 EXT LIGHTS 5 KW EA 1 P/15A #14 3.0 KW GENERAL LIGHTING 4400 SF @ 3 1P/15A #14 13.2 KW 38 MICROWAVE 1PI20A #12 1.5 KW 37 39 WATTS/ SF SPARE 1P/15A #14 3.0 KW 40 SPARE 1P/15A #14 1.5 KW 41 43 DETACHED GARAGE 880 X 3 1 P/15A #14 2.7 KW 42 44 PAVILLION- REFRIG 1 P/20A #12 1.5 KW SUB TOTAL 37.7 KW SUBTOTAL 24.2 KW LOAD SUMMARY 3 AC UNITS @ 100 % 30 KW 1ST 1 O KW 1000/0 10.0 KW REMAINDER 51.9KW @ 40% 20.76 KW TOTAL 60.76 KW 60,760 WATTS / 240 VOLTS = 253 AMPS ELECTRICAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. OWNER AND ELECTRICAL CONTRACTOR MAY USE THEIR DISCRETION FOR THE PRECISE LOCATION OF LIGHTS, FANS, OUTLETS AND SWITCHES THAT BEST SUITES THEIR NEEDS, SO LONG AS THE CODE REQUIREMENTS HAVE BEEN SATISFIt••P. MINOR REVISIONS SUCH AS, LOCATIONS OF OUTLETS, SWITCHES, LIGHT PLACEMENT, AND THE ADDITION OF 110 VOLT ITEMS SUCH AS OUTLETS, LIGHT FIXTURES, CEILING FANS, EXTERIOR LIGHTING MAY BE ADDED UP TO 10 ADDITIONAL AMPS (6,000 WATTS) OF LOAD WITHOUT HAVING THE DESIGNER MAKE CHANGES TC, THE DRAWINGS, 50 LONG AS ALL ELECTRICAL CODE REQUIREMENTS HAVE BEEN MET. PROVISIONS FOR THESE OPTIONAL & POSSIBLE ADDITIONS HAVE BEEN PROVIDED FOR IN THE LOAD CALCULATIONS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, AND ALL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 3. ELECTRICAL CONTRACTOR SHALL VERIFY WITH SERVICE PROVIDER, THE LOCATION OF SERVICE AND TYPE OF SERVICE, (OVERHEAD OR UNDERGROUND), AND SHALL LOCATE THE METER AND PANEL AS REQUIRED. IF THE LOCATION OF THE PANEL IS DIFFERENT THAN THE DRAWINGS, ELECTRIC CONTRACTOR SHALL GET APPROVAL FROM THE CONTRACTOR PRIOR TO CHANGING LOCATION. 4. ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE AND TYPE OF PROTECTION DEVICES TO MATCH EQUIPMENT BEING SERVED. 5. LOAD DATA IS BASED UPON THE INFORMATION GIVEN TO THE DESIGNER/ ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT & PANEL SIZES PRIOR TO ORDERING. CONTRACTOR SHALL VERIFY ALL CONDUCTORS & BREAKERS W/EQUIPMENT MANUFACTURERS SPECIFICATIONS. 6. ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS WHERE APPLICABLE. 7. ALL WORK SHALL BE DONE BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTABLE TO THE DESIGNER/ENGINEER OF RECORD. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERRENCE WITH PROGRESS OF CONSTRUCTION. 9, THE CIRCUITS SHOWN ON THE PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND REQUIRED ROUTING OF WIRING TO SUIT JOB CONDITIONS AND BALANCE LOADS. 10. FURNISH AND INSTALL FIXTURES AS SPECIFIED ON PLANS OR AS INDICATED IN PRODUCT SPECIFICATIONS FROM MANUFACTURER. ELECTRICAL CONTRACTOR TO VERIFY WITH OWNER/CONTRACTOR THOSE FIXTURES WHICH ARE CONTRACTOR PROVIDED ANO THOSE THAT ARE OWNER PROVIDED. 11. THE ELE CONTRACTOR SHALL COORDINATE THE EXACT LOCATIONS OF ALL HVAC EQUIPMENT AND THEIR GIVEN LOADS WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING IN FOR PROPER POWER AND WIRING CONTROL LAYOUT AND INSTALLATION. DISCREPANCIES BETWEEN THE GIVEN AND ACTUAL HVAC LOADS ARE TO BE CORRECTED BEFORE ROUGH -IN BEGINS. 12. GROUND FAULT CIRCUIT PROTECTION; ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGE, AND KITCHENS, SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 23. ALL 120 VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN LIVING, DINING, DEN, BEDROOMS, HALLWAYS OR OTHER SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC FAULT CIRCUIT INTERRUPTER COM13INATION TYPE TO PROVIDE PROTECTION TO THE BRANCH CIRCUIT. 14. TAMPER RESISTANT RECEPTICLES ARE REQUIRED IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52 @ ALL 120 VOLTS, 15 & 20 AMPS RECEPTICLES. 15. ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N. 16. INSTALL FACILITIES FOR TEMPORARY CONSTRUCTION, UNLESS DIRECTED OTHERWISE BY THE PRIME CONTRACTOR. 17. UNLESS OTHERWISE NOTED, ALL ELECTRICAL SWITCHES SHALL BE 48" AFF AND CONVENTIONAL WALL OUTLETS SHALL BE 12" AFF. KITCHEN COUNTER WALL OUTLETS AND BATH COUNTER OUTLETS SHALL BE AT 48". OUTLETS AT 42" KITCHEN PASS THRU WALL SHALL BE TURNED SIDEWAYS TO FIT. 18. SMOKE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE DETECTORS SHALL BE PROVIDED WITH VISABLE POWER ON INDICATOR LIGHT, AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. I 1 - - OPr�':I, T91 LOW O\ opet-3 To ►3E IN cl LE Rio ko t3z ��=- 'AN . L�,V h. _ EL cT Ac hLPhJ cmi w 0 PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. m A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. IC F+M n.l w O ����ii W "0 >M�nN Q d LL Lm 00 tZ1`y' N *0) rl N DW wlZ rOL; fG�� ; V' C4°� i GrrN]" Tte To LEFT tLE (CIF, F_tll� V5144r ef_Kr_09 S%i'Ik-1GiL- C&) l dP ►t- 7 PEt2. t4-11�1( fit. >Frar'Q F-I�tJ�sS L.UMtJ,I ZXfJA x4GL.r • I a'pv rwX - e°X.24 _. kd TizCT"� 51"UGr„ t'? � I i x Z ITT- FLIl4=l1-4CT 0, o i K4 fo ltil�'� �, SLAM I OIZ4L ,L 0, Ali►-/t6r� -1��5 _ Ci,5-n p4rG.oNG'5L _ Fou P OA!T'to h 112" �y mulTC MGM - e'ty `' co 'c'0 C�_1d 0 27,7/-xa CAST CRETE PRECAST LINTELS SAFE LOAD TABLES FOR PRECAST LINTELS ..MARK I.D. ' LENGTH COMPOSITE BEAM SAFE LOAD APPLIED LOAD SAFE UPLIFT APPLIED UPLIFT 1 4'-6" 8F 30 1T 6904 NA 5924 NA 2 2'•10" 8FZ41T 8974 NA 7034 NA 3 V-6" 8F241T 3707 NA 2959 NA 4 V4" 6F241T 3123 NA 3607 NA 5 6'40" BF24 1T 2549 NA 3295 NA 8F24 iT 8064 NA 5591 NA 7 7'•V' BF241T 269E NA 2671 NA 12 �5 -4 I t^ I fl FF NOTES: 1. LINTEL LOADS NOT SHOWN <1M # PLF. 2). UPLIFTS NOT SHOWN < 100# PLF 3. UNTEL DEPTHS MAY BE INCREASED AS NEEDED TO ACCONODATE ROUGH OPENING SIZE W1 NO ADDITIONAL REINFORCMENT STEEL REQUIRED. 3. ALL RE BAR TO BE #5 I STM�GR W. 4. MIN. LINIEL BEABINO IS 4": 160 MPH C & C Vae6 WALL WIND PRESSURES 160 B RISI{ CAT II H<30 ZONE 4 INTERIOR ZONE 5 EXTERIOR A 10 SF H 20 SP C 100 SP = +27.7/-30.0 = +28.4/-28.7 = +23.6 -25.0 1) 10 E 20 P 100 SP = SP = SP = +27.7/-37.0 +20.4/-34.5 +23.5/-28.7 6 ELECTRICAL CALCULATIONS 50 AMP ELECTRIC PANEL - SUB PANEL CIRCUITS BRKR IWIRE I WATTS A/H UNIT SHARED WITH MST SUITE- MAIN RESIDENCE AC COMPRESSOR RANGE- (GAS) 1P120A #12 1.0 KW MICRO WAVE 1P120A #12 1.5 KW HWH GAS INSTANT HOT REFRIGERATOR 1P/20A #12 1.5 KW SMALL APPLIANCES 1P/20A #12 3.0 KW GENERAL LIGHTING 675 SF) X 3 1 P/15A #14 2.0 KW SPARE 1P/15A #14 3.0 KW SUB TOTAL 12.0 KW LOAD SUMMARY 1ST 10 KW @ 100% 10.0 KW REMAINDER 2 KW @ 40% 1.0 KW TOTAL L11.0 KW 11,000 / 240 VOLTS = 45 AMPS 1 ^ L" 112.,y1_ M� [u.'l (G1 t-_4C. Tb - COPY e4 ) 1 w SY 3 to x. B A .p J it fl a J w O M W z >mMC4 0<= Oltou, a) a r� NLn Z r, Ir = C� r2 W ® Lr) LLi 9rnto ISM *BUILDER"S WARNING* -THIS IS PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTC.A 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. -BRACING: 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS -SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. *WARNING* ALL BEARING POINTS MUST BE INSTALLED 2) PERMANENT BRACING FOR THE STRUCTURE IS PRIOR TO INSTALLING ANY TRUSSES! -FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW HE RESPONSIBILITY OF OTHERS. -OUR DESIGN DEPARTMENT MUST APPROVE -ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS FAILURE TO DO SO MAY RESULT IN DAMAGED INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS AND 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO TRUSSES IN OTHERWISE NOTED. INSTALL HANGERS ACCORDING TRUSSES AND WILL VOID ALL WARANTIES. SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ADVANCE. TO THE CURRENT SIMPSON STRONG -TIE CATALOG me �r LO 1 T 0" �I NOR ._0 / ■_� min - — -- ---------------- ---- — ._, /1 ._�BREEZE WAY 7 - _W 01 KBE-1 • 12" COFFER NON BEARING INTERIOR WALLS -------------------- 9'-3" PLATE HT. • PLATE �iAi�i�i�i 1 PrkTE AT. !l9�J�J�J�J�J�J�J�J�J HANGER SCHEDULE: HUS26 QTY = 24 H I PCATS (5/12) QTY = 60 11 5/8" I TRUSS HEEL 4 1/16" SQUARE OVERHANG w/ 2x2 nailer due to 2x8 fascia 0 0 0 0 12 5 Pavillion only ROOF DETAIL PIONEERED TlC,'PER TRUSS SYSTEMS PRODUCTS EET EAST COAST TRUSS 5285 ST. LTJCiE [3 m). FT, PIFPCP FL. 31946 OFFICE: (772)466-2400 FAX: {i72)=466-5336 CUSTOMER: Vega, Rudy Job NAME: Vega Res. Address: 904 Osceola Ave. c�TY/coUNTY: Ft. Pierce/St. Lucie County JOB # 27039 - Floors 27040 - Roof - Guest House - Pavillion - Separate Garage DATE: 07-24-14 IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE 61G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer" Trusses are designed in accordance with the Florida Buildine Code LLJ (a r 401 I n z O 0) IZ FLORIDA BUILDING CODE- FBRC 2010 DESIGN PARAMETERS: A.S.C.E. 7-10 CONSTRUCTION TYPE VB OCCUPANCY R3 ULTIMATE DESIGN WIND SPEED 160 MPH NOMINAL DESIGN WIND SPEED 124 MPH IMPORTANCE FACTOR 1.0 DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT: 0.18 WIND EXPOSURE -B" OVERHANG 2 FT ROOF PITCH: 5/12 TOTAL ROOF LOAD 37 PSF ROOF LIVE LOAD SHUTTERS 20 PSF YES ROOF DEAD LOAD ITPSF IMPACTASSEMBLY: YES NATIONAL ELECTRIC CODE 2010 C&C V.Ya WALL WIND PRESSURES 160 B RISK CAT II 11<30 ZONE 4 INTERIORLE ONE 5 EXTERIOR A 10 SF D 20 SP C !00 Sr = +27.7/-30.010 = +26.4/-28.720 = +23.6 -26.900 SF = SP = SP +27.7/-37.0 +26.4/-34.5 = +23.6/-28.7 U 31•`�l '�4•F� �,NIr - --JL - _FIN FL r�.v -SVk11.14-Li%-�— t-4ATr-t4 u t2 W FL- rJ-en; CAST CwRETE PRECAST LINTELS SAFE LOAD TABLES FOR PRECAST LINTELS AR I.D. LENGTH COMPOSITE BEAM SAFE LOAD APPLIED LOAD SAFE UPLIFT APPLIED UPLIFT 1 19'4" 8F 16 2T/1 B 760 b4o 424 (p 2 14'-8" 8F162T/1B 1370 640 655 sz5p 3 11'.4" 817161T/1B 1366 NA 1028 NA 4 11'4" 8F161T/1B 1366 NA 1028 NA 5 14'.8" 8F16 2T/1B 1370 rj 655 3 6 4'-0" 8F 241T 6961 NA 4863 NA 7 5'-10" 8F241T 2549 NA 3295 NA 8 4'-6" REC 8F 30 1T 6904 NA 6924 NA 9 4'='REC 8F 30 1T 6904 NA 6924 NA L OeTh Zo STFZAP�) flE5WWegTo t- eX1 r7e;44N t t 1 U A.. "It . 5 ,S<V 'ART. v UNLESS OTHERWI5E NOTED, ANCHOR ALL TRUSSES TO CONCRETE WITH HETA 20 1 UPLIFTS NOT SHOWN ARE LESS THAN 760# 2 LINTEL GRAVITY LOADS NOT SHOWN ARE LESS THAN 1000 PLF 3 LINTEL DEPTHS MAY BE INCREASED TO ACCOMIDATE ROUGH OPENING SIZES WITHOUT ADDITIONAL STEEL STEEL REQUIREMENTS 4 MINIMUM LINTEL END BEARING IS 4" m 'D. A FILE COP A d" 4 E 7F Y� €Y � i Y• • 61 t f6 ww ® N c■® O Lm w0 W M crt z NM w 0 Ln w �p LJ `R e 17 E50X O"T TjC� MZ CP1E12 E1-1 W 1. bmA -f ---v>luc4.0 Y= L !►l ld�:10 //// - r t 2. i Tne- - - :c '_ 15t�Gt-�b� ISLL. T2L1.�.1`f?TdJ a I ' 0 CT`fP)-12Zx t2 C- FI L9 E Cry°�i re)cn 1� w s ZIP& �Zai ° & t 49c/ 'E` m y �.� � r►� � Cam) �! �-r� 2 9 FLORIDA BUILDING CODE- FBRC 2010 DESIGN PARAMETERS: A.S.C.E. 7-10 CONSTRUCTION TYPE VB OCCUPANCY R-3 ULTIMATE DESIGN WIND SPEED 160 MPH NOMINAL DESIGN WIND SPEED 124 MPH IMPORTANCE FACTOR 1.0 DESIGNED AS: OPEN WIND EXPOSURE !B' OVERHANG 2 FT ROOF PITCH: 5/12 TOTAL ROOF LOAD 37 PSF ROOF LIVE LOAD SHUTTERS 20 PSF NO ROOF DEAD LOAD 17 PSF IMPACTASSEMBLY: NO NATIONAL ELECTRIC CODE 2010 1r L-. u w0 1 alaMt— _�Zi Zx.l2 pT w� ��►,. tztNG. �NQ13K��j'4C.�1'JtiC�_t_L� apF [.tJ 'ITS` c� roc t x12_"Cp_N� � IaLSX__1Q2 ��_ _ --'�• t LLO GM U_ "G Ku ki d V61eT a h fi'it1X. er- W CDNC- FILL1rpGVLu$. nv FILE �r I ri III sa CP6 c}n i J Wo W Z _m 0 Q " LA rr.w r� � c�N NLn -DAT : .. . Cir-NFR NL_ nTFr,_ 1. TYPE OF CONSTRUCTION: CLASS VI. UNPROTECTED, GROUP 93 OCCUPANCY PER FL BUILDING CODE. 2. CONSTRUCTION SHALL FOLLOW THE FL BUILDING CODE A5 ADOPTED BY THE COUNTY / MUNICAPALITY AND ALL APPLICABLE 5, BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRITY BEFORE STARTING WORK. -THE BUILDER SHALL ACCEPT FULL RE9PON5I5ILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO 8T LUCIE HOME DESIGN, CO. 15ACKCHARGE5 WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS 5. THESE FLANS, A5 DRAWN, COMPLY WITH THE. BUILDING ENVELOPE ENERGY REQUIKE,MENT5 OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY,; CONTRACTOR 5HALL FAMILARIZE HIMSELF WITH THIS GOVERNING CODE & DUILD IN -ACCORDANCE WITH ALL PROVI51ON5 OF TH15 CODE WHICH MAY OR MAY NOT BE'APOKE50ED ON THESE PLANS AND NOTES. 6. BUILDER -15 RE5PON516LE FOR ADEQUATE GRACING OF STRUCTURAL AND.:NON-5TRUCTURAL MEMBERS DURING CONSTRUCTION. TRU55E5 ARE TO GE INSTALLED U51NG SAFE ERECTION PROCEDURES AS RECOMMENDED IN THE GUIDELINES PROVIDED BY THE TRU55E COMPANY. 7. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. EXTERIOR WOOD DOOR JAM155 SHALL BE SET IN A gED OF 51LICONE CAULKING OR OTHER WATER PROOFING PRODUCT DESIGNED TO STOP WATER PENETRATION INTO THE WOOD. WINDOW UNITS SHALL P15PLAY LADEL5 SHOWING COMPLIANCE WITH THE F.D.G. CHAPTER 15 ENERGY EFFICIENCY SECTION. CONCRFTF NOTF_6. 1. CONCRETE SHALL CONFORM TO A5TM C94-94 AND SHALL HAVE MIN 250.0 ?51 COMPPE551VE STRENGTH IN 28 PAYS., (UNLESS OTHERWISE NOTED). ALL CONCRETE WORK, SHALL DE IN ACCORDANCE WITH ACt 518-99 AND ACI: 501-99. ALL CONCRETE MA5ONARY WORK SHALL DE IN ACCORDANCE WITH ACI 550-99. / 2. MINIMUM CONCRETE COVERAGE OVER REINFORCING SHALL BF_: 13EAM5 & COLUMNS -I.1V 5LAB5 ON VAPOR BARRIER- 3k" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-5" 5'. REINFORCING 5TEE1-: GRADE 60 A5TM A615-94 4. REINFORCING STEEL SHALL 'BE LAPPED 40 BAR DIA. MIN. WHERE SPLICED AND 5HALL DE WIRED TOGETHER. PROVIDE CORNER 15AR5 SAME 51ZE AND NUMBER AT ALL CORNERS IN F00T1N05 AND REAM. 5. ALL GARAGE 5LA135 SHALL PITCH TOWARD5 THE OVERHEAD DOOR A MIN OF 1". NO CURB REQUIRED UNLE55 OTHERWISE NOTED. ALL EXTERIOR CONCRETE. STOOPS, PROCHES, PATIOS, & WALKWAYS AGAINST THE STRUCTURE SHALL GENTLY PITCH AWAY FROM THE STRUCTURE TO AVOID PUDDLING WATER. 6. ANY MECHANICAL CONCRETE PAD FOR PUMPS, A/C COMPRE550R5, POOL EQUIPMENT, WATER PURIFYING EQUIPMENT SHALL BE ISOLATED FROM THE STRUCTURE A MIN. OF 4% FRAMING NOT: 1. THE TRUSS LAYOUT ON, THESE PLANS 15 SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSLY RE5EMBLE FINAL TRUSS DESIGNERS LAYOUT. 2. FINAL 13IGNEP AND SEALED.ENGINEERED TRUSS DRAWINGS MUST BE 5UBMITTED TO THE DESIGNER OF RECORD FOR REVIEW. 5. TRU55E5 TO DE DESIGNED TO CARRY LOADS OF ATTIC A.H.U. & MISG EQUIPMENT ARE TO 5E COORDINATED BETWEEN THE BUILDER AND TRUSS COMPANY. LOCATIONS OF ANY SUCH EQUIPMENT SHALL SHOW ON THE TRUSS DRAWINGS AND 15 THE 15UILDER5 rESPON5151LITY TO ENSURE PROPER LOCATION FOR A/C DESIGN REQ, 4. 5/8"; OR EQUAL, SHEATHING MAY BE.APPLIED DY THE HOMEOWNER TO ATTIC TRU55E5 ONLY IN AREAS WHERE THE TRU55 COMPANY HA5 51'ECFI6ALLY DE5IGEND TRUSSES AS ATTIC STORAGE TRU55E5. 5. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE I REATED'OF 5EPERATED15YOTHER APPROVED MOISTURE BARRIER. 6. BUILDER IS RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED DURING -ERECTION OF TRUSSES TO PREVENT GOLAP5E OR DAMAGE. 7. INTERIOR BEARING PARTITIONS TO BE CONSTRUCTED OF #2 HEM FIR OK # 2 SOUTHERN YELLOW PINE WITH ALLOWABLE STRESS VALUES OF 1200 P91 IN BENDING FOR A SINGLE MEMBER OR BETTER. 8. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF i� GUAGE CEE CHANNEL TYPE STUDS, AT 24" O.C. D(CEPT 0 BATHS & KITCHENS 5PACED 0 16" O.C. ATTACH h" GYPSUM BOARD ON EACH 51DE SECURED WITH 1" LONG BUGLE HEAD SCREWS AT 12" O.C. MAX. 9. AT DATH WALL WET AREAS INSTALL YZ CEMENT DOARD OR COMPRABLE WATER PROOF BOARD WITH MFG. REC. FASTENERS. 10. METAL ALTH.OVER SHEATHING SHALL BE 51F PAPER BACKED V- GROOVE-OK DIMPLED. CEILING$ AND SOFFITS SHALL BE HIGH RIB15 TYPE FASTENED TO 5U65TKATE AS FOLLOWS; CONCRETE- 34" LONG STUB NAIL5 W/ 5/8".HEAD HORIZONTAL & VER:hCLE WOOD FRAMING MEMBERS W MATS OR 5TAPLE5 TO PROVIDE AT LEAST 1 34" PENETRATION INTO HORIZONTAL & ie PENETRATION INTO VERTICLE MEMBERS. ON VERTICLE MEMBERS COMMON NAIL5 TO BE BENT OVER TO ENGAGE AT LEAST 5 6TRAND5 OF LATH OR BENT OVER A RIB WHEN RID LATH IS INSTALLED. SHEATHING-14 GUAGE STAPLES 1" LEG, it. ALL HURRICANE STRAPPING TO DE I.A.W. & INSTALLED PER MFG. INSTRUCTIONS. E011NDA110M UM'3: 1, FLOOR 5LA5 TO BE MIN 4" THICK POURED CONCRETE WITH FIRER MESH REINFORCEMENT OR (OPT), 6 x 6 / 10:10 W.W.M. ON 6 MIL VI5QUEEN VAPOR BARRIER, PLACED ON CLEAN FILL COMPACTEPTO MIN 950% DENSITY. PRETREAT 5LA6 FOR TERMITES PRIOR TO CONCRETE PLACEMENT. 2. SOIL BEARING TEST AMC) SOIL AUGERS TEST TO BE CERTIFIED 6Y A FLORIDA REGISTERED ENGINEER PRIOR TO CONCRETE PLACEMENT. 5, AFTER STANDARD CLEARING & GKU1551NG HAS BEEN COMPLETED AND APPROVED 5Y THE BUILDER; APPLY A51ZATOFY COMPACTOR A MIN OF 4 PA55E9 TO THE EXISTING GROUND. FILL TO BE PLACED WITHIN 5-0" OF THE CONSTRUCTION PERIMETER SHALL CON516T OF CLEAN.WELL GRADED SAND IN 12" LIFTS (MAX) AND VIBRATORY COMPACTED TO ACHIEVE A MINIMUM OF 95% DENSITY. 4. 5LA55 SHALL NOT 15E LOADED FOR A MIN OF 24 HOURS AFTER PLACEMENT. 5. ALL SLOPED SECTIONS OF SLA85 & STEPS TO BE MAX 45 DEGREE. ram 44L4'. -1 1 sIF A d bra z r M A MM W® w z R,QLL �Y ZO MT` hl Om Ln Z W oN N�Y.I -iC,��a 9 Vl2clq- DATE: ®1 e ■ D. 2'- 4" LE -FT ELE. Y-W 9 V D GM r-- t-�St�Pub, L, Sty t Neat— � C(fl) N���,c? p6-rz sit-lNt t,� fp 1 i►1 T �.:. i�i�i p �2C.2'U II IOC/ Mdj� ce YZ4 �c YET �I I� z%c17tz �i I�j� lii� �j�ljGlG kd FLIP (I � f► '�/�'' 'F�U.e F�.��r'� 1�0�-12y� �ix`k pT P�vS.talrz- Co NCG F I LI—x -0 Cm U -- ta,,<I`-nI ,V ' co C.Aj ?20K Our 70 I -1Cz) C&C V66d WALL WIND PRESSURES 160 B RISK CHAT II H<30 ZONE 4 INTERIOR ZONE 5 EXTERIOR A 10 SF D "20 SF C 100 SF = +27.7/-30.0 = +26.4/-20.7 = +23.6 -26.0 I) 10 I: 20 F 100 SF = SF = SF' = +27.7/-37.0 +26.4/-34.5 +23.6/-26.7 CAST CRETE'PRECAST LINTELS SAFE LOAD TABLES FOR PRECAST LINTELS MARK 'I.D. LENGTH COMPOSITE BEAM SAFE LOAD APPLIED LOAD SAFE UPLIFT _ APPLIED UPLIFT 1 4'-6" BF 301T 6904 NA 6924 NA 2 2'40" 8F241T 8974 NA 7034 NA 3 6'-6" BF241T 3707 NA 2959 NA. 4 6'4" 8F241T 3123 NA 3607 NA 6 6'-10" SF241T 2649 NA 3296 NA 6 3'B" 8F241T 8064 NA 6591 NA 7 7'-6" 8F241T 2688 NA 2671 NA _ B .C::> _. ELECTRICAL CALCULATIONS 510 AMP ELECTRIC PANEL - SUB PANEL CIRCUITS 13RKR WIRE WATTS AIH UNIT SHARED WITH MST SUITE- MAIN RESIDENCE AC COMPRESSOR RANGE- (GAS) 1P120A #12 1.0 KW MICRO WAVE 1 P120A #12 1.5 KW HWH GAS INSTANFHOT REFRIGERATOR 1P120A #12 1.5 KW SMALL APPLIANCES 1P120A #12 3.0 KW GENERAL LIGHTING 675 SF) X 3 1 Pl15A #14 2.0 KW SPARE 1Pl15A #14 3.0 KW SUB TOTAL 1 1 12.0 KW LOAD SUMMARY 1ST 10 KW @ 100% 10.0 KW REMAINDER 2 KW (1-)40% 1.0 KW TOTAL 11.0 KW 11,000 / 240 VOLTS = 45 AMPS i4ov �� anuunnnunm® I p F,NN I . � � 1 D i � 1 1'!J • e 1 1 ' �, iz .. Lm Lm • Lo IIIWIIIIIIIIIIIIDIIIIIIIIiIIs/IIIIIt� ivnlltnAp� It ® � is"�F`�t► w►+r�`i►`r► `�► i► s`s` �► ►�� ®+ - I ►�� Ii♦ 1 4s- o oa oox O. 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