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1586 LINKSIDE DR - ADDITION DRAWINGSCODE ANALYSIS: 2014 FLORIDA BUILDING CODE - BUILDING (5th Edition) 2014 FLORIDA BUILDING CODE - RESIDENTIAL (5th Edition) 2014 FLORIDA BUILDING CODE - PLUMBING (5th Edition) 2014 FLORDA BU LID CODE- MECHANICAL (5th Edition) 2011 NATIONAL ELECTRICAL CODE SQUARE FOOTAGE INFORMATION: TOTAL/CONDITIONED SPACE: 2130 / 1609 S -F. PROPOSED ADDITION: 275 S.F. LOT AREA: ± 6950 S.F. SCOPE OF WORK -ROOM ADDITION / CONVERSION TO REAR OF EXISTING SINGLE STORY HOUSE. ** 55 SF INCREASE TO EXISTING SQUARE FOOTAGE ** (LEVEL I, II and III ALTERATION) TYPE OF CONSTRUCTION TYPE V: -B PROTECTION: UNSPRINKLED WIND ZONE INFORMATION (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDIN (1S /)S NOT), LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ON ENCLOSED R PARTIALLYENCLOSED) BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 130 MPH WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY II WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT GCpi +/-0.18 WIND PRESSURE TO COMPONENTS/CLADDINGS (MEAN ROOF HGT UP TO 30') END ZONE = 8' ZONE EFFECTIVE WIND AREA (SF) WIND LOADS (psf) POSITIVE SUCTION INTERIOR 10 +30.4 -33.0 20 +29.0 -31.6 50 +27.2 -29.8 100 +25.9 -28.4 END ZONE 10 +30.4 -40.7 20 +29.0 -38,0 50 +27.2 -34.3 100 +25.9 -31:6 NOTE: A.W.S. DESIGN PRESSURE =ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 STRUCTURAL NOTES: c SEE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF'FHE FLORIDA LOCATION BUILDING CODE 2014 (5th EDITION). MAP 1, LIVE LOADS:UNIFORM`LIVE LOADS N FLOOR & DECK 40 PSP ® t ROOF 20 PSF l ry 2, LATERAL LOADS: WIND DESIGN PER FBC 2010, ASCE7-101 nom" w ~ _' e - o BASIC WIND SPEED 130 MPH a a Z RISK CATEGORY it 14.00' a - EXPOSURE B I I n' �/ L MEAN ROOF HEIGHT +/-17.0' `e s RCOUNTY MAP w of o m ROOF PITCH 6/12 _ ICE w F ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED 0 i u Z w o REINFORCING STEEL -ASTM A615 GRADE 60 BP#51 LOCATION MAP SPLICES IN REINFORCING, WHERE PERMITIF.D, SHALL BE 40 BAR Dar / w 4. FOUNDATION; i rf , CONVENTIONAL SHALLOW CONCRETE FOO "FINGS S7 a REQUIRED SOIL BEARING CAPACITY 2000 PSF S I,• 6 n si e Dr 5. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS It' SETBACK TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.` , .v"i' ED FOR DIE COMPLt E 6.. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, SEE SEE ARCHITECTURAL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC, WHICH ARE r¢ 'p �` CITY OF A NTIC BEACH SURVEY NOT SHOWN IN THIS DRAWING, R P 7. MEANS AND METHODS THE ARCHITECT SHALL NOT HAVE CONTROL OR BE SEE EFOR ADDITIONAL RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, REQUI NT$ AND CONDITION iv PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THEee� FAILURE OF ANY OF THEM TO CONSTRUCT' THE WORK IN ACCORDANCE WITH ED $Y: DATE: o` THE CONTRACT DOCUMENTS. �ClURRBB 8 GUTT""ER 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED ANC? SUBMITTED TO THE I i Vt \ I D DRIVE PARCEL MAP nj ENGINEER AND ARCHITECT FOR REVIEW FOR ALL STRUCTURAL ELEMENTS • UTILIZING PREFABRICATED COMPONENTS. 13® X16 to ARCHITECTURAL SURVEY 1 %is,�%as M 1zs cN INTERNAL PRESSURE COEFFICIENTS +/- 0.18 16 w� ' 3i SEE PARCEL 3. REINFORCED CONCRETE: GENERAL NorEs: C MAP DESIGN AS PER ACI 318-06 N E.<1 REQUIRED COMPRESSIVE STRENGTHS a m 2. ALL CONTRACTORS AND SUBCONTRACTORS WILL-THOROUGHL CONVENTIONAL SHALLOW FOOTINGS: fc = 3000 PSI r W ALL OTHER CONCRETE (U.N.O.): fc = 3000 PSI 3. SUB -CONTRACTOR BEFORE STARTING THEIR WORK WILL CHE K AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR COMPLIANCE ALONG WITH MEASUREMENT, SURFACE LEVEL, & SURFACE CONDITIONS NEAR AND c ABOUT THEIR WORK. IT WILL BE CONCLUDED THAT EACH BIDDER u �� UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR 3 �ui T HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK�"� ISO k, REINFORCING SHALL BE AS FOLLOWS: z ON THE PROJECT OR FOR THE ACTS OMISSIONS OF THE ,CONTRACTOR, FOOTINGS 3" ,mdnh n,ma,ne,wn 20 `_ °� d ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL 5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/0 SHORING TO ENSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, (I.E.) STRUCTURAL WALL, INTERIOR WALL ASSEMBLIES v s Q BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND ETC., DURING THE CONSTRUCTION PHASE OF THE PROJECT. Y 17e SPECIFICATIONS, ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION 6. ALL WORK WILL BE COORDINATED OTHER IN EACH INCLUDE ALL ITEMS REQUIRED BY i4 WITH STANDARD ACCESSORIES DURING Pi ACING OF CONCRETE FAM WITH TRADES ORDER REINFORCING STEEL -ASTM A615 GRADE 60 BP#51 LOCATION MAP SPLICES IN REINFORCING, WHERE PERMITIF.D, SHALL BE 40 BAR Dar / w 4. FOUNDATION; i rf , CONVENTIONAL SHALLOW CONCRETE FOO "FINGS S7 a REQUIRED SOIL BEARING CAPACITY 2000 PSF S I,• 6 n si e Dr 5. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS It' SETBACK TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.` , .v"i' ED FOR DIE COMPLt E 6.. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, SEE SEE ARCHITECTURAL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC, WHICH ARE r¢ 'p �` CITY OF A NTIC BEACH SURVEY NOT SHOWN IN THIS DRAWING, R P 7. MEANS AND METHODS THE ARCHITECT SHALL NOT HAVE CONTROL OR BE SEE EFOR ADDITIONAL RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, REQUI NT$ AND CONDITION iv PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THEee� FAILURE OF ANY OF THEM TO CONSTRUCT' THE WORK IN ACCORDANCE WITH ED $Y: DATE: o` THE CONTRACT DOCUMENTS. �ClURRBB 8 GUTT""ER 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED ANC? SUBMITTED TO THE I i Vt \ I D DRIVE PARCEL MAP nj ENGINEER AND ARCHITECT FOR REVIEW FOR ALL STRUCTURAL ELEMENTS • UTILIZING PREFABRICATED COMPONENTS. 13® X16 to ARCHITECTURAL SURVEY 1 %is,�%as M 1zs cN S J 16 w� uiJ 0 d c SEE PARCEL _ a U GENERAL NorEs: C MAP REINFORCING STEEL -ASTM A615 GRADE 60 BP#51 LOCATION MAP SPLICES IN REINFORCING, WHERE PERMITIF.D, SHALL BE 40 BAR Dar / w 4. FOUNDATION; i rf , CONVENTIONAL SHALLOW CONCRETE FOO "FINGS S7 a REQUIRED SOIL BEARING CAPACITY 2000 PSF S I,• 6 n si e Dr 5. BRACING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS It' SETBACK TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION.` , .v"i' ED FOR DIE COMPLt E 6.. DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, SEE SEE ARCHITECTURAL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC, WHICH ARE r¢ 'p �` CITY OF A NTIC BEACH SURVEY NOT SHOWN IN THIS DRAWING, R P 7. MEANS AND METHODS THE ARCHITECT SHALL NOT HAVE CONTROL OR BE SEE EFOR ADDITIONAL RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, REQUI NT$ AND CONDITION iv PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THEee� FAILURE OF ANY OF THEM TO CONSTRUCT' THE WORK IN ACCORDANCE WITH ED $Y: DATE: o` THE CONTRACT DOCUMENTS. �ClURRBB 8 GUTT""ER 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED ANC? SUBMITTED TO THE I i Vt \ I D DRIVE PARCEL MAP nj ENGINEER AND ARCHITECT FOR REVIEW FOR ALL STRUCTURAL ELEMENTS • UTILIZING PREFABRICATED COMPONENTS. 13® X16 to ARCHITECTURAL SURVEY 1 %is,�%as M 1zs cN 16 w� GENERAL NorEs: (N.T.S.) -DEPICTION OF WORK AREA I LL J I. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNMENT CO E.<1 aae 2. ALL CONTRACTORS AND SUBCONTRACTORS WILL-THOROUGHL FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS, AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO SUBMITTING A BID, W 3. SUB -CONTRACTOR BEFORE STARTING THEIR WORK WILL CHE K AND VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR COMPLIANCE ALONG WITH MEASUREMENT, SURFACE LEVEL, & SURFACE CONDITIONS NEAR AND ISOm ABOUT THEIR WORK. IT WILL BE CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS WHAT WILL BE REQUIRED. �� � C) 4. THE ARCHITECT AND HIS PROFESSIONAL CONSULTANT WILL N T HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK�"� ISO k, 160 z ON THE PROJECT OR FOR THE ACTS OMISSIONS OF THE ,CONTRACTOR, SUB -CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THE SITE. ,mdnh n,ma,ne,wn 20 `_ °� d 5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/0 SHORING TO ENSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, (I.E.) STRUCTURAL WALL, INTERIOR WALL ASSEMBLIES i a,u«rr mv'(" as 160 .y. �.-, n� d w.m l: Q ETC., DURING THE CONSTRUCTION PHASE OF THE PROJECT. Y 17e to 6. ALL WORK WILL BE COORDINATED OTHER IN EACH INCLUDE ALL ITEMS REQUIRED BY i4 WITH TRADES ORDER TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM & AVOID OMISSIONS. CONTRACTOR WILL MISCELLANEOUS CODE AS NEEDED TO COMPLETE THEIR WORK. 18 �iffi r o ��L w 7. ALL MATERIAL USED WILL BE NEW & BEAR UL LABEL WHERE REQUIRED TO MEET NEMA STANDARDS. 1 f mewl uiN ema. F- d Q V 8. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITION WILL BE INSTALLED AS NOTED ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. °„" "d^^"•f - o� r 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, UTTING, AND/OR INSTALLING MATERIAL,' PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH o [� z THAT WORK. �'" ..w.. �., "' 10 10. ALL SUBCONTRACTORS SHALL PROVIDE A CERTIFICATE OF IN URANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON THIS PROJECT. CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYSu FBC 5x" ED. (2014) RESIDENTIAL - FIGURE R301.2(4) c LO PRIOR WRITTEN NOTICE TO THE OWNER. - ULTIMATE DESIGN WIND SPEEDS Vucx Q If. NO SUBSTITUTION OF ANY KIND FOR MATERIALS SPECIFIED 0 THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTION WILL BE MADE, UNLESSAPPROVEDIN WRITING BY THE ARCHITECT & APPROVED INDEX_OF DRAWINGS; BY THE OWNER DUE TO THE LACK OF ORIGINAL, U.O.N. IN THESE DOCUMENTS. SHEET Gl PLAN AND PROJECT INFORMATION' 12. EACH CONTRACTOR LE RESPONSIBLE FOR THE FIRST CLASS WORKMANSHIP & WILL ASSUME ALL RESPONSIBILITY FOR THE CARE AND PROTECTION OF HIS OWN WORK & MATERIAL FROM DAMAGE. HE WILL MAKE GOOD AND u1 DAMAGE TO HIS OWN OR OTHER WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM. SHEET Al ADDITION PLAN o m o 13. EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS I RELATED OSHA STANDARDS FOR THE SAFETY OF THEIR EMPLOYEES ON SITE. THE ARCHITECT AND HIS PROFESSIONAL CONSULTANT WILL BE HELD HARMLESS BY SHEET A2 ELEVATIONS THE OWNER, GC, AND RELATED AWARDED TRADES, ON THE PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING CONSTRUCTION PHASES OF THIS PROJECT. SHEET Fl FOUNDATION PLAN 14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR AND TO BE SUBMITTED AE SEPARATE PERMIT, SHEET Rl ROOF FRAMING F-- QLu © COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED'COPIE PLAN AND PROJECT INFORMATION SCAL Lu w ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING -THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NT.s.OR ME -- -------------- ----------------- ---------- ---------------- ------------- ----- ELECTRICAL PLAN 2 REAR WALL INTERIOR ELEVATION - � Q v (2) 3060 HS M Nl (2) 3=60 HS q 0 0 Z O 10. O. N? Lo - N _ O 10O O LF -w i -LITE R ' ' -------------- R Q n�n�7��j U1 LJ U C6 i---------------------- -------------- D U U lnn�nnnn Q -- ----- ---INDIRECT LED LTG---- ---------------------------------- --- ----- -- ----9" u i. SOUNDBAR ; 9"TRAY CEILING d' 8) VVP ------------ ------------ TV �N w --------------------------------- o 1 WP �E U -------------- ---INDIRECT LED LIG 10'9" REC. CLG aP, ---- � � O-I- ------- ---- S r- --------- - R.O. 16" X 50-5/$" R.O. 11 � -- - ; I ----------- ------------------ R - ------ ----- ----- R - - 10'0" CLG db R ELECTRICAL PLAN 2 REAR WALL INTERIOR ELEVATION - � Q v (2) 3060 HS M Nl (2) 3=60 HS q 0 0 Z O 10. O. N? Lo - N _ O 10O O LF -w i -LITE JI ii I li ,, Lo SOUNDBAR. TV 1 7 11 ELEC. F/P Q n�n�7��j U1 LJ U C6 D U U lnn�nnnn Q u i. SOUNDBAR ; ELECTRICAL PLAN 2 REAR WALL INTERIOR ELEVATION - � Q v (2) 3060 HS M Nl (2) 3=60 HS q 0 0 Z O 10. O. N? Lo - N _ O 10O O LF -w i -LITE DOOR V, RAPPED OPENING -- ---- u 0 711 U NFICE COPY � a � 3 FLOOR PLAN 4 MEDIA WALL DETAIL r A-1 m I � W U COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES S HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN SCALE: 4 AIVY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ONSENT OF GERARD VERMEY; ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION PLAN i'0" JI ii I li ,, V_ V J_ Q n�n�7��j U1 LJ U C6 D U U lnn�nnnn Q u i. SOUNDBAR ; 8) ------------ ------------ TV �N w o 1 of 0 U , � � � Z J r- --------- - R.O. 16" X 50-5/$" R.O. 11 � -- - ; I ----------- ------------------ DOOR V, RAPPED OPENING -- ---- u 0 711 U NFICE COPY � a � 3 FLOOR PLAN 4 MEDIA WALL DETAIL r A-1 m I � W U COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES S HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN SCALE: 4 AIVY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ONSENT OF GERARD VERMEY; ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION PLAN i'0" V_ V J_ Q n�n�7��j U1 LJ U C6 D U U lnn�nnnn Q u 8) �N w o 1 of 0 U V W � � � Z J DOOR V, RAPPED OPENING -- ---- u 0 711 U NFICE COPY � a � 3 FLOOR PLAN 4 MEDIA WALL DETAIL r A-1 m I � W U COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES S HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN SCALE: 4 AIVY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ONSENT OF GERARD VERMEY; ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION PLAN i'0" RIGHT ELEVATION A -z wREAR ELEVATION A-2 (^_TRAY CEILING _g FF a -2s LEFT ELEVATION REVISION BP# RESAts 1 000 SD ATAEC �E / 13 / 2X8 SYP RIDGE AND SIGNED - --]n FIBERGLASS ROOF SHIN LES TO -t ' -H LEDGER @ OVERFRANE EXIST. OVER 30# FELT: PAPE OVER 7/16" OSB N.O. BY PRE FAB TRUSSES FLASHING AS 2X6 OVER FRAMING SHEATH'G OR EQUAL - N ILED @ 4" O.C. OTHERS AND TRUSS U.UL@ 24" O.0NECCESARY @ 24" O.C: ON EDGES & 6'0,C, INTELMEDIATE W/ 8D . ., RINGSHANK P IAIL 12 2X SYP OUTLOOKERS ; ; „ 6 V[Ri v I ER TRUSS ENGINEERING R-30 BATT, INSUL. ABOVE ' SOFFI F FINISH AND 0 OVERHANG TO MATCH f! %z' OR 5/8" GWB CLG� EXISTING FIELD VERIFY H2.5A @ EA. TRUSS Lill_ _ . ' 1 �J+ ; TRAY CEILING___ —. DBL 2X S.Y.P. TOP PLATE A " {2)2X10 51P rIEADER5 :ALLD(TYP) U R-11 BATT INSOL. ; -- - - - - - - - - - - - - - - - - - 6 TRUSS CONCEPT DETAIL. a W/ 7f16" - _ Lu IN BETWEEN 2X4 SYP KNEE WALL 16" O.0 I; C� Yz" GWB OVER 5/8" ALL -THREAD EMBED 8")I\ CONCRETE W/ 2X FRAMING EPDXY CONTINUOUS TO TOP P ATE W/ WASHER AND NUT @ 4' O.C. / W/IN 6" @ EA CORNER 3/4' STUCCO OVER LATHE OVER 15# j { SO FRI FINISH AND o� a ti ; ' ' OVERHANG TO MATC'I$ ' FELT, HOUSE WRAP & W16" OSB - O EXISTI SHEATH'G OR EQ AEXISTING,FIELD VERIFY ; _ s -� _ O �,- ---- CONT. 2X PT SYP SOLE PLATE 2X WALL FRAMING 16" O.C. 1 iJi ii" ' I __!L___L NEW MONOLITHICFOOTI G10"WX20"D --- --- --- - ---- --- - W/245CONTIN OUS TYPICAL_WALL_ SECTION (::A-2 a w W O ^ > lL d LLI d .� x Y o Z L a In .. N wo co # o 4 N 3- m w p ori �ol 0. F- o.. > w 0 COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS C PYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN w ANY FORM OR MANNER WHAT SO EVER. WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 1-011 2 pin i V U9 us co — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 - ®---------------------- ---- O• NEW MONOLITHIC FOOTING 10°W X 20"D W/ 2 #5 CONTINUOUS I i i I O 5/8" ALL -THREAD EMBED 12" IN CONCRETE W/EPDXY j i CONTINUOUS TO TOP PLATE W/ WASHER AND NUT @ i i i 4' O.C. / W/IN 6" @ EACH SIDE OF HEADER AND (2) EA. SIDE OF CORNERS I L_ L i I 4" FIBER REINFORCED j ® g al CONCRETE SLAB OVER COMPACTED AND TERMITE i i TREATED FILL W/ 6 MIL VAPOR BARRIER I = I i L i 42_�I`j FLOOR i m J i #5 REBAR @ 4" W/ MIN. 8" EMBED. AND `` I ®; J v EPDXY TO EXISTING FOUNDATION W i D w ( �' i .J ti w i• rn OI i I I I I I I 1 p I i i i, I M i I I I t 1 J LL m o v 1 FOUNDATION PLAN (2) #5 REBAR CONT. r 0 �W OFFICE uurIl • • a: Fn la' o z co U c a in 2 FOOTER DETAIL ul F-1 ' low m Z� m o a� 0 F- QLU UJI ®COPYRIGHT 2017 GERARD VERMEY; ARCHITECT, FL #k4630 DESIGNER, EXPRESSLY RESER 11 V S HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN y �,\ ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ONSENT OF: GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. FOUNDATION PLAN J 1 PL N®1 Eo C®NTRAGTOR MUST VERIFY` EXfST1NG ROOF PITCH AND NaTI A N --- ILSUPPLY !/ERHANG CONDITIONS PRIOR TO ORDERING TRUSSES j 4' NIN.L -1 W`%Z i - — - --ONAi BRACES AS REQ'D., UOFFICE COAL.LY SPACED wj SPACING � --___ __ _ __ _ __ _ _ _ _ - __ - __ __ ------ ----------------------------------------------- I a A :-_.--- -- ---------� 2 _p.- ----- ---------r I ---------------- -- -----------------9" TRAY CEILING - �I 1 - .__ _ ___ ___ _ ___ _ _ ____ _- \ _ ___ _ __ ___ ___ __ _ _ ------------------------------------------ ----____ _ ________ _ I_______ _ __________ ________ ___ _______ __ �� 2'xB 5Yr Na 2 _-SIMPSON A;SS HURRICANE I I RIDGE BEAM �' CUP, SEE UPLIFT.. CONNECTOR SCHEDULE - 2°a6' SYP Na.2 1, -------- ------ -- --------------------------------------------------I � .OVERFRAMING RAFTERS O 2a"v c. SEE --- -;- - --------- --- --------------------------------------------------------------------------IRAMINC PLAN. - �----- -------- --------r- __ - ___-I oNE�PRE—FA8 TRUSS S 2i 11 O.G. j - -J —'- -x ___ _______ __._ -. -__r _ ___ _ __ ___ _ __------------------ __ _ _ __ _ _____ _____ ____ _ ____ _ _____ _ _ 7x6 SYP No,2 CCXIAR. TIES wJ t r , �... ,,, d -12d NAILS EAC" END, 1 - SEE RIXN' F#alA+N4 PL ( I — — - — — - - �1 �.. Ii NOTE: COLLAR TIE TO BE LOCATrO --- --- ---- --- — --------- lii 1 ---'----------- ----` ----- -------'----- ------------------- RAFTER 1 // II n itiCN M4 N 2FTER E TOTAL ICH RR i------------�------------------ BEARING.. .. ( 1 , ONERFRAMING RAFTEi2 �, � ''� 1 5 I-- ---L -- -- -- --- --- - ---- - -OWRFRAM W 2'x6" 5ri� T -------------------------------------------------- No.2 RAFTERS o 24' OC.CDX PLYWOOD `. W/ 2x6 SVP Na:2 COLLAR -,, ---------------------------------------------------------------- __-- - ATHING --_------------ I ,ROOF SsiE ' fiIES W/ Bpca 92d COMMON ---- -- ____J NAILS EACH END ®2a' OC QQ q --- - ------- I ROW _10d - 2'x8' SYP No,.2 LEDGER, j - COM ® 3 a ------ ( MON NAILS FA T N N E C QS} VV" Rt3oF GRIP • W/ ') OTA, WAN,R _ --------------------------------------------------- -- -- ------------ ----- A AGH EXi INTERSECTION - - --- --- ----- -- --- - ---- ----------- ----------- - ---- - '-- _ ------- -- N. FLASHING AS w/ d—ed caMMc�l NAILS FROM RAFTER TO !EDGER 1 M NECC SAY _ - r��R DETAIL ar tvERERanIN� RAFTER ____ - - k J �b PLYWO Q BOUNDARY OF SHEATHING 1 HEATHiN CD -- --- - ------ - --- -- '----- ----------------------------- -- ------ EXAMPLE DF. PANEL i...r......., . V(J EDGE w/ BLOCKINGI— INSTALL 02 BLOCKING O - Z . All HORIZ. JOLTS 0� _j -------------- - --"- e r O ----------------------- ---- -------- - - ------- e Q NAIL SPACING AT - - SUPPORTED EDGES ' 2X6 OVER FRAMINGSEE NAILING NDTE nn INTERIOR ZONE_. Vv EXAMPLE OF UNSUPPORTED ' '` ,.� I � ' • o d c. O.C. r-IUNBLOGKEDPANEL p 0D NAILING TO a �. Y INTERMEDIATE - Z SUPPORT; 8d RING • ......' �,.. STUDS, ROOF ..I ----- o - -- SHANK O 6' O.C.(max} TRUSSES, RAFTERS OR 0 FLOOR JOISTS. I ? W SCALE: N.T.S. NAILING NOTE I m 2 X 8 LEDGER INIMIOR ZONE EDGE STRIPS o fL ca 8d RINGSHANK NAILS ® 6° 8d RING SHANK NAILS 0 O.C, EDGE AND FIELD AT 4" O.C. EDGE AND 4" OC INTERIOR REGION FIELD AT EDGE REGION uj F- COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EKPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED INLu Lu ROOF FRAMING 1'0 ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.4"=ro . 4�"= ^ �-� CODE ANALYSIS: • 2014 FLORIDA BUILDING CODE - BUILDING (5th Edition) 2014 FLORIDA BUILDING CODE - RESIDENTIAL (5th Edition) • 2014 FLORIDA BUILDING LODE - PLUMBING (5th Edition) • 2014 FLORIDA BUILDING CODE - MECHANICAL (5th Edition) 2011 NATIONAL ELECTRICAL CODE SQUARE FOOTAGE INFORMATION: • TOTAL/CONDITIONED SPACE: 2130 /1609 S F PROPOSED ADDITION: 275 S.F. LOT AREA: ±6950 S.F. SCOPE OF WORK -ROOM ADDITION/ CONVERSION TO REAR OF EXISTING SINGLE STORY HOUSE. ** 55 SF INCREASE TO EXISTING SQUARE FOOTAGE *' (LEVEL I, II and III ALTERATION) TYPE OF CONSTRUCTION • TYPE V: -13 PROTECTION: UNSPRINKLED WIND ZONE INFORMATION (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDIN (IS )/S NOT), LOCATED IN THE WIND BORNE DEBRIS REGION BUILDING, INDICATE ON ENCLOSED R PARTIALLY ENCLOSED) BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 130 MPH WIND IMPORTANCE FACTOR 1.0 BUILDING CATEGORY II WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT GCpi +/-0.18 WIND PRESSURE TO COMPONENTS/CLADDINGS (MEAN ROOF HGT UP TO 30') END ZONE = 8' ZONE EFFECTIVE WIND AREA (SF) WIND LOADS (psfl POSITIVE SUCTION INTERIOR 10 +30.4 -33.0 20 +29.0 -31.6 50 +27.2 -29.8 100 +25.9 -28.4 END ZONE 10 +30.4 -40.7 20 +29.0 -38.0 50 +27.2 -34.3 100 +25.9 -31.6 NOTE: A.W.S. DESIGN PRESSURE = ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 STRUCTURAL NOTES: D:SIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA Bt 1ILDING CODE 2014 (5th EDITION), 1 LIVE LOADS:UNIFORM LIVE LOADS FLOOR & DECK 40 PST ROOF 20 PSF 2. LATERAL LOADS: WIND DESIGN PER ABC 2010, ASCE7-10 BASIC WIND SPEED 130 MPH RISK CATEGORY II EXPOSURE B MEAN ROOF HEIGHT +/- 17.0' ROOF PITCH 6/12 ENCLOSURE CLASSIFICATION PARTIALLY ENCLOSED INTERNAL PRESSURE COEFFICIENTS +J- 0.18 3, REINFORCED CONCRETE: DESIGN AS PER ACI 318-08 REQUIRED COMPRESSIVE STRENGTHS: CONVENTIONAL SHALLOW FOOTINGS: f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.): f'c - 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE, REINFORCING STEEL -ASTM A615 GRADE 60 SPLICES IN REINFORCING, WHERE PERMiTIED, SHALL BE 40 BAR 4. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS REQUIRED SOIL BEARING CAPACITY 2000 PSF 5. BRACING. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURALELEMENTSIN PLACE DURING CONSTRUCTION. 6, DIMENSIONS: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN IN THIS DRAWING, 7. MEANS AND METHODS: THE ARCHITECT SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE 1 O I II' SETBACK MUNITYDEVEL • `P F?®v, COUNTY MAP SEE LOCATION MAP SEE PARCEL MAP FAILURE OF ANY OF THEM TO CONS LRI.ICT THE WORK IN ACCORDANCE WII H THE CONTRACT DOCUMENTS. CURB & GUTTER /� [ I /� 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE L. I N K S I D E DRIVE PARC [ L MAP - ENGINEERAND ARCHITECT FOR REVIEW F UTILIZING PREFABRICATED COMPONENTS, OR ALL STRUCTURAL ELEMENTS ARCHITECTURAL SURVEY x xxs x 6 in GENERAL NOTES; (N- DEPICTION OF WORK AREA i N tipp N 1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNMENT CODE.I .T.S.) x. a� 149 2. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMIL ARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS, AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO SUBMITTING A BID. 'S8 « i' Lu Lu 3. SUB -CONTRACTOR BEFORE STARTING THEIR WORK WILL CHECK AN O \ ABOUT THEIR WORK. IT WILL BE CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS WHAT WILL BE REQUIRED. "" _°'°•" ° " x <,! . `` II' SETBACK MUNITYDEVEL • `P F?®v, COUNTY MAP SEE LOCATION MAP SEE PARCEL MAP FAILURE OF ANY OF THEM TO CONS LRI.ICT THE WORK IN ACCORDANCE WII H THE CONTRACT DOCUMENTS. CURB & GUTTER /� [ I /� 8. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE L. I N K S I D E DRIVE PARC [ L MAP - ENGINEERAND ARCHITECT FOR REVIEW F UTILIZING PREFABRICATED COMPONENTS, OR ALL STRUCTURAL ELEMENTS ARCHITECTURAL SURVEY x xxs x 6 in GENERAL NOTES; (N- DEPICTION OF WORK AREA i N tipp N 1. ALL CONSTRUCTION MUST COMPLY WITH ALL GOVERNMENT CODE.I .T.S.) x. a� 149 2. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMIL ARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS, AND WILL VERIFY EXISTING SITE AND BUILDING CONDITIONS PRIOR TO SUBMITTING A BID. 'S8 « i' Lu Lu 3. SUB -CONTRACTOR BEFORE STARTING THEIR WORK WILL CHECK AN VERIFY THEIR PARTICULAR RELATED REQUIREMENTS FOR COMPLIANCE ALONG WITH MEASUREMENT, SURFACE LEVEL, &SURFACE CONDITIONS NEAR AND " x ABOUT THEIR WORK. IT WILL BE CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS WHAT WILL BE REQUIRED. "" _°'°•" ° " x <,! . `` 4. THE ARCHITECT AND HIS PROFESSIONAL CONSULTANT WILL NOT HAVE CONTROL OF & WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, SEQUENCES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK Em x69 ON THE PROJECT OR FOR THE ACTS OMISSIONS OF THE CONTRACTOR SUB -CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THE SITE. . 179 w F W 4 Q _ 5. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHOR NG TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, (I.E.) STRUCTURAL WALL, INTERIOR WALL ASSEMBLIES x. Z_ 4r •NY pe . m q a •tet«« �»«��«t> 169 « .E« ETC., DURING THE CONSTRUCTION PHASE OF THE PROJECT.',.. `0 ap !n - z m 6. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCE & PRESERVE MAXIMUM HEADROOM & AVOID OMISSIONS. EACH CONTRACTOR WILL INCLUDEALLMISCELLANEOUS ITEMS REQUIRED BY x ­ , CODE AS NEEDED TO COMPLETE THEIR WORK, .. ..,. ; ;,, • m x;` x pMmc•fb 4W .W 7. ALL MATERIAL USED WILL BE NEW & BEAR UL LABEL WHERE REQUIRED TO MEET NEMA STANDARDS.' rk ,11i 8. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PRE ENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITION WILL BE INSTALLED AS NOTED ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. Itn �M...a �.cVOM aPertis�tY d •�• ""'°ut« ^^•� iat . ioo:se«i. 9. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING, AND/OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH `"""•°"""""°«"'°""' .wvwne..®mr amrn. ivm. «sn : THAT WORK. 10. ALL SUBCONTRACTORS SHALL PROVIDE A CERTIFICATE OF INSURANCE TO THE OWNER PRIOR TO STARTING ANY WORK ON THIS PROJECT, CERTIFICATE OF INSURANCE CANNOT BE TERMINATED OR CANCELED WITHOUT 10 DAYS - FIGURE r301.2t41 Psc sT' ED` (2014) REGN PRIOR WRITTEN NOTICE TO THE OWNER. WIAL ULTIMATE DESIGN . WIND SPEEDS VULm II. NO SUBSTITUTION OF ANY KIND FOR MATERIALS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS IS ALLOWED. NO "EQUIVALENT" SUBSTITUTION WILL BE MADE, UNLESS APPROVED IN WRITING BY THE ARCHITECT & APPROVED INDEX. OF DRAWINGS: BY THE OWNER DUE TO THE LACK OF ORIGINAL, U.O.N. IN THESE DOCUMENTS. SHEET G1 PLAN AND PROJECT INFORMATION 12. EACH CONTRACTOR LE RESPONSIBLE FOR THE FIRST CLASS WORKMANSHIP & WILL ASSUME ALL RESPONSIBILITY FOR THE CARE AND PROTECTION OF HIS OWN WORK & MATERIAL FROM DAMAGE. HE WILL MAKE GOOD AND DAMAGE TO HIS OWN OR OTHER WORK CAUSED BY HIMSELF OR WORKMAN EMPLOYED BY HIM. SHEET Al ADDITION PLAN 13. EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS & RELATED OSHA STANDARDS FOR THE SAFETY OF THEIR EMPLOYEES ON SITE. THE ARCHITECT AND HIS PROFESSIONAL CONSULTANT WILL BE HARMLESS BY SHEET A2 ELEVATIONS THE OWNER, GC, AND RELATED AWARDED TRADES, ON THE PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING CONSTRUCTION PHASES OF THIS PROJECT. SHEET F1 FOUNDATION PLAN 14. SHOULD FIRE ALARM & SPRINKLER DRAWINGS BECOME A REQUIREMENT, IT WILL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR AND TO BE SUBMITTED AE SEPARATE PERMIT. SHEET R1 ROOF FRAMING ANY FORM OR MANNER WHAT AHCH11 tC I HL. 9f463D UtSiWNLH tXr tSSLY HLSLHVtS HIS CUrYHI6H I ANL) U I H K. FLH I I I I I H r ANS. I H S HLAN ' AN U W GS K N I HAN ' U CUr1 t rKu Y K CH N t5t L HtSt s u f1A IN A L u1 U �L KtrKouuc,ts, c. Utu K t .PLAN AND PROJECT INFORMATION ER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. N.T.S. Lu Q Lu w c N tipp N J ILLv Lu Lu o m L)_ F - _j o F- < U o w F W 4 Q W � 0 a DO fn Y Z 0 0 J o U Q `0 ap !n - Lu m a 0 Lu Q Lu w c n R , VVP —��} ----------- ILL wp LLI qp­7� TV ------------------------------------------- 'k --- -- - - ------- Z ------------- ---------------------- - ------------------- R.O. 16' x 50-5/8' ------- — ------------ -- ------ ------- ------- -------INDIRECT LED LTG -------- < 9" TRAY CEILING wp oVV w o ------------ Lu ') --------------------------------------- 0 Z _j ------------- 10'9" REC. CLG ------------- ------------ INDIRECT LED TG---------- LTG ---------- wp ----------- ------- — — — ------------- I ------------- jj:� �'-ELEC. F/P Di ------- I------------------------------------------ - ------------------ - --------------------- ---------- ------------ +R - ---------------- - � lov, CLG ------------------ lu h I Tj _TI d; I ELECTRICAL PLAN 2 REAR WALL INTERIOR ELEVATION Ll 25'-0" (2) 3060 HS (2) 3060 HS 04 04 O cn C) 10 W cy bt o I lh _Ti 0 I -LITE ------- ______.y._------- ------ ------- ------- ILL ------------- jj:� �'-ELEC. F/P Di ------- I------------------------------------------ - ------------------ - --------------------- ---------- ------------ +R - ---------------- - � lov, CLG ------------------ lu h I Tj _TI d; I ELECTRICAL PLAN 2 REAR WALL INTERIOR ELEVATION Ll 25'-0" (2) 3060 HS (2) 3060 HS 04 04 O cn C) 10 W cy bt o I lh _Ti 0 I -LITE DOOR WRAPPED OPENING rF-- u 00 a F_ 0 7° FLOOR PLAN MEDIA WALL DETAIL W -# z a- m of Lu ui 3: 0 COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY R ',ERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN S ALE: ( v� ANY FORM WRITEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION lk� PLAN ro, ------- ______.y._------- ------ ------- ------- ILL L------ SOUNDBAR LLI TV m no 'k --- -- - - ------- Z - ------------------- R.O. 16' x 50-5/8' ------- — ------------ -- ------ ------- ------- innnnn LJ -i lk- DOOR WRAPPED OPENING rF-- u 00 a F_ 0 7° FLOOR PLAN MEDIA WALL DETAIL W -# z a- m of Lu ui 3: 0 COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY R ',ERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN S ALE: ( v� ANY FORM WRITEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION lk� PLAN ro, ILL LLI m no Z innnnn LJ -i lk- < o H 00 oVV w o Lu ') Q Lu M- 0 0 Z _j DOOR WRAPPED OPENING rF-- u 00 a F_ 0 7° FLOOR PLAN MEDIA WALL DETAIL W -# z a- m of Lu ui 3: 0 COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY R ',ERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN S ALE: ( v� ANY FORM WRITEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. ADDITION lk� PLAN ro, RIGHT ELEVATION z U AND RAMS 0. BY PRE -FAB TRUSSES FLASHING AS 2X6 OVER FRAMING @ ?_4" Q.C. NECCESARY @ 24" O,C, ------------------------------------------- ® COPY RIGHT 0 ......,. .._.._ _.. .,... __...R DUCE.... A D VERMEY, ARCHITECT, FL #4630 DESIGNER, EXPRESSLY RESERVES H S COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRO ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONS NT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAIDWRITTEN CONSENT. OPIED IN E� 3 LEFT ELEVATION o COMMUNITY DEVELOPMENT APPROVED 12 Mi N N nnnnnn J LJ L -L Z LJ v C� a Lu pngm o ~ ck a � a o = LU 0 uJ UJ C1 o �4 b s Z 0 J coc Q N m # z 9 N 7 j 0 K V V y s TRUSS CONCEPT_DETA L A-2 FIBERGLASS ROOF HINGLES TO MATCH 2X8 SYP RIDGE A EXIST. OVER 30# FEL PAPER OVER 7/16" OSB LEDGER @ OVERF SHEATH'G OR EQUAL w NAILED @ 4" O.C. AND TRUSS U.N. ON EDGES & 6" O.0 INTERMEDIATE W/ BID OTHERS RINGSH NK NAIL 2X SYP OUTLOOKERS PER TRUSS ENGINEERING R-30 BATT. INSULABOVE II, � SOFFIT FINISH AND ; h" OR 5/8" GWB CLG OVERHANG TO MATCH E— EXISTING. FIELD VERIFY H2.5A @ E.A. TRUSS :I:, I J i DBL 2X S.Y.P. TOP PLATE R-11 BATT. INSUL. (2) 2X10 SY HEADERS (TYP) W/ 7/16" OSB N BETWEEN FLITCH 'h' GWB OVER 2X4 SYP KNEE WALL 16 O C: 2X FRAMING 5/8" ALL -THREAD EMBE 8" IN CONCRETE W/ EPDXY CONTINUOUS TO P PLATE W/ WASHER AND NUT @ 4' Q.C. / W IN 6" @ EA CORNER '/4'STUCCO OVER L THE OVER 15# SOFFIT' II' I FINISH AND I ' FELT, HOUSE WR P & 7/16" OSB OVERHANG TO MATCH, SHEATH'G 0 EQUAL EXISTING, FIELD VERIFY: CONT. 2X PT SYP SOLE PLATE 2X WALL FRA: ING'16" O.C. • • t1_ -- si--- ' NEW MONOLITHIC F OTING 10"W X 20"D _ _ -------- W/2 #5 CO W1 TINUOUS _ _._ _ - A-2 TYRCAL_WALL_SECTION AND RAMS 0. BY PRE -FAB TRUSSES FLASHING AS 2X6 OVER FRAMING @ ?_4" Q.C. NECCESARY @ 24" O,C, ------------------------------------------- ® COPY RIGHT 0 ......,. .._.._ _.. .,... __...R DUCE.... A D VERMEY, ARCHITECT, FL #4630 DESIGNER, EXPRESSLY RESERVES H S COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRO ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONS NT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAIDWRITTEN CONSENT. OPIED IN E� 3 LEFT ELEVATION o COMMUNITY DEVELOPMENT APPROVED 12 Mi N N nnnnnn J LJ L -L Z LJ v C� a Lu pngm o ~ ck a � a o = LU 0 uJ UJ C1 o �4 b s Z 0 J coc Q N m # z 9 N 7 j 0 K V V y s TRUSS CONCEPT_DETA L A-2 I� i n 25 —0 o __ o ------------------------------------------- ce j t — NE MONOLITHIC FOOTING 10""W X 20'"D W/ 2 #5 CONTINUOUS —I 1 I I 1 0 5/8"° ALL -THREAD EMBED 12" IN CONCRETE W/EPDXY CONTINUOUS TO TOP PLATE W/ WASHER AND NUT @ 4' O.C. / W/IN 6" @ EACH SIDE OF HEADER AND (2) EA. SIDE OF CORNERS 1 I i I 4" FIBER REINFORCED I p` CONCRETE SLAB OVER COMPACTED AND TERMITE j _1 TREATED FILL W/ 6 MIL VAPOR BARRIER i I I Q I I 9 I _ FLOOR #5 REBAR @ 24" W/ MIN. 8" EMBED. AND iEPDXY TO EXISTING FOUNDATION I r J W I I i i I I per_ N QQI I I 1 I I 1 I I I I I 1 N i I i I I I I 1 I 1 I i 1 1 t I I I I w Dm o � o 1 FOUNDATION PLAN (2) #5 REBAR CONT. cn of o I w L°PJ o p 10" ) coZ ~ J 10 2 C FOOTER DETAIL a 1 �m l Lu a 'n J 1 f ' w Q _ w 0 L COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERV S HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN v=i Y FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CIONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. FOUNDATION PLAN I R-1 / NOTE: CONTRACTOR MUST VERIFY EXISTING ROOF PITCH AND SOFFIT OVERHANG CONDITIONS PRIOR TO ORDERING TRUSSES 3'-0" 25'-0" 1 --- ------i-- -�--- -------- -------------------------- ---- - ----------------------------- - - --------------------- -----------------9" j TRAY CEILING ----I ( �1 L -0. ADDITIONAL BRACES AS REQ'D., EQUALLY SPACED w/ SPACING OF 5'-8" MAX. I` FLASHING AS NECCESARY 2XIS OVER FRAMING 24 11O.C. i I ® COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE _ __t.-,.x__.r,•esc.___eeeme__�s �e� ____ \ - --- -- ---- -------- _ No.2 RAFTERS S 2'x - SYP -------- -------- --- -- - -- No.2 RAFTERS d 24' OC; I i W 2x6 SYP No.2 COLLAR — -- - --- - - - - ,z - _ _ - - 11 - 'ROOF SHEATHING G TIES w/ Spcs-12d -- ___.____ __ _ ______ ______ ___ _____ ___________ _ J I NAILS EACH END 9 2e CIC ( I ROW 10d 2'x8' SYP No.2 LEDGER, �- --- --- --- ` ------ -- -- -- - ---- II COMMON NAILS FASTEN CEDGER TO ROOF � Np 3` OC THRU PLYWOOD DECK W/ - -- - -- --- -------------- --- ----------- -- --------- --------- --------` ---=---------- 2^i12x3�%� ROOF GRIP _ $CREWS W/ 1` DIA, WXSHERSr AT EACH EXISTING TRUSS` --------------------------------------------------- -- ----- ----- -- ------- ----------- - -- --- --- ----- _---- - --- -- ' PC SIMPSON H2.5 � N Wi 19_8d COMMON NAILS I N �nnt1 FROM RAFTER 7O LEDGER i {, L_1 10 LEQraER DETAIL 6X OVERERAMING RAFTER `2tJ1 —' -- ------------------------- n a } BOUNDARY OF -N -.".SHEATHING m ---- .:,. ,, , ;,. --:,. .,,;• -- ----- -- H. Ta r sr a+ yr SEA RING -- --- EXAMPLE OF PANE a EDGE w/ BLOCKING INSTALL /2 BLOCKING O T] Q ALL HORI2. JOIT5 a + + + '+ < + + r Y r+ NAIL SPACING AT + :... . • �.;.• . SUPPORTED EDGES ' r { ��/�/�� (n SEE NAILING NOTE a ri r+ f '- r:. INTERIdi 20PIE. I l"/U `EXAMPLE OF UNSUPPORTED 0 L: x(UNBLOCKED) PANEL EDGE -(TYCAL w NAILING TO INTERMEDIATE ;+ r r+ +t d z SUPPORT; 8d RING i .,.•.r.., =r. .STUDS. ROOF J 0 G� J -_--- _-- SHANK O 6" OZ TRUSSES. -RAFTERS OR F- FLOOR JOISTS. 00 a L I SCALE: N.T.S. NAILING NOTE } 2 X 8 LEDGER INTERIOR ZONE FOGS STRIPS o 1- o 6" !4 8d RING SHANK NAILS 0 8d RINGSHANK NAILS O.G. EDGE AND FIELD AT 4" O.G. EDGE AND 4" OC INTERIOR REGION FIELD AT EDGE REGION I LU Q ' ESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN SCALE: I ti ESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT_ ROOF FRAMING _____ __ _ ___ __ _ ___ _ _ ______ _________ ___ ___ __.__ ______-__________ _______ _____ ____ __ __ _______________________________________________ _____ _ _____ _ _ __ _____ _ _ _ T _ c. SI HURRICANE 2,' SYP.2 MP, 5FJE ALIRIFt I. AY CONNECTOR SCHEDULE I i 2".6'SYP No.2 OVERFRAMING 1--------------------------- -- - - - ---- - - -- -- - - RATTERS O 24" $:C, SEE ROOF FRAMING PLAN N E W PRE -FAB TRUSSES ;------ - - - - �, o , @ 241 O.C. I I� - - °. 2EA T,E+, i -------------------- -------- - 1 ----------------------------------------------------------------- -_ _ __- _- - _ - -_--_ _= I I SCE ROG"r F*A4" PLAN. j� R I NOTE: COLLAR RE M dC LOCAICO THAN // TOTAL C t ----- ---------------------- - - - - ----------------- II ti HEIGHT OF INC RAMR 1-----------------_ ___________________________________ ___________ __________ _ _ __ __ ____---------------------------------------___ __ __________________________________________ __ ____ _ _ _ _ J ______________ _______________ _______._______ _________ _________�____,. FTER eEARIHc tuff rTNG RAFTER I` FLASHING AS NECCESARY 2XIS OVER FRAMING 24 11O.C. i I ® COPYRIGHT 2017 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE _ __t.-,.x__.r,•esc.___eeeme__�s �e� ____ \ - --- -- ---- -------- _ No.2 RAFTERS S 2'x - SYP -------- -------- --- -- - -- No.2 RAFTERS d 24' OC; I i W 2x6 SYP No.2 COLLAR — -- - --- - - - - ,z - _ _ - - 11 - 'ROOF SHEATHING G TIES w/ Spcs-12d -- ___.____ __ _ ______ ______ ___ _____ ___________ _ J I NAILS EACH END 9 2e CIC ( I ROW 10d 2'x8' SYP No.2 LEDGER, �- --- --- --- ` ------ -- -- -- - ---- II COMMON NAILS FASTEN CEDGER TO ROOF � Np 3` OC THRU PLYWOOD DECK W/ - -- - -- --- -------------- --- ----------- -- --------- --------- --------` ---=---------- 2^i12x3�%� ROOF GRIP _ $CREWS W/ 1` DIA, WXSHERSr AT EACH EXISTING TRUSS` --------------------------------------------------- -- ----- ----- -- ------- ----------- - -- --- --- ----- _---- - --- -- ' PC SIMPSON H2.5 � N Wi 19_8d COMMON NAILS I N �nnt1 FROM RAFTER 7O LEDGER i {, L_1 10 LEQraER DETAIL 6X OVERERAMING RAFTER `2tJ1 —' -- ------------------------- n a } BOUNDARY OF -N -.".SHEATHING m ---- .:,. ,, , ;,. --:,. .,,;• -- ----- -- H. Ta r sr a+ yr SEA RING -- --- EXAMPLE OF PANE a EDGE w/ BLOCKING INSTALL /2 BLOCKING O T] Q ALL HORI2. JOIT5 a + + + '+ < + + r Y r+ NAIL SPACING AT + :... . • �.;.• . SUPPORTED EDGES ' r { ��/�/�� (n SEE NAILING NOTE a ri r+ f '- r:. INTERIdi 20PIE. I l"/U `EXAMPLE OF UNSUPPORTED 0 L: x(UNBLOCKED) PANEL EDGE -(TYCAL w NAILING TO INTERMEDIATE ;+ r r+ +t d z SUPPORT; 8d RING i .,.•.r.., =r. .STUDS. ROOF J 0 G� J -_--- _-- SHANK O 6" OZ TRUSSES. -RAFTERS OR F- FLOOR JOISTS. 00 a L I SCALE: N.T.S. NAILING NOTE } 2 X 8 LEDGER INTERIOR ZONE FOGS STRIPS o 1- o 6" !4 8d RING SHANK NAILS 0 8d RINGSHANK NAILS O.G. EDGE AND FIELD AT 4" O.G. EDGE AND 4" OC INTERIOR REGION FIELD AT EDGE REGION I LU Q ' ESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCES, CHANGED OR COPIED IN SCALE: I ti ESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT_ ROOF FRAMING