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1964 Beachside Ct (2) I � • �I t ooT Jtr AZi � � � Cprrt+LL TrZ6t Qa�STi Er N � t p0 Ci et) I I , pEp 'I s 1 , 11 N � S SURFACE ARE CALCULATION U v�1 IMPERVIOUS O W. 1 � . I IlVIPE tJ to X � M L 1 P �t C� �, 5 A Q w to v u R to X € � v R ►3� Rt tom.,, Ilp' th''ww F S 9100 TOTAL LOT SQUARE FOOTAGE -. OUS SURFACE AREA2635 TOTAL IlURVI � Z I 100 equals a 28.9 5 / coverage area 263 divided by 9 I 141.37 added sq. ft. of new addition �9 -----�-- - I 7 divided b 9100 equals a 30.50 % after addition 776.3 2 q �! I y I II I • ISI I I I L � � aA5 . T f� . 3 i I I Ili I'. �.. • e ' � 4. i:� 6l �'�. �-.�•a� � .. �.�• ©r✓�- - � . I ;b _ ��,�'c 5.'.�..>t.xi _ �Tp+'+Y�i- F _` r t E i ' . ''�"'°---•ter—� • s•• 00 All be' • I. �C - is .Y e I a.. • f i t �• ROOM R CARNES/RHODES ADDITION ION FO C ES/RHODES M 4 • , y i• � I, r' RESIDENCE "1 �• OURT 196 SIDE C k 4 BEAC H - j ATLANTIC BEACH, FLORIDA 32233 1. 0-00P i I - R.S .RHOD ES CON S TRUC TION INC. 81 antic Beach and oe rtrrlent - � 62689 Pa CG CO w�► applicable 7 I this IesrMMel aPD� • dam,._ _ � -''t• Ivision and other local land z onin subd 4 7886 0 904 27 ,. constitute 4 uht{ans but does not f . dal©Prnani rag r I ot issuance of permits. Compliance tM .. b • E I mai � `•e • ►Flotilla Code and all other applicable }w t I-��- "tom . . focal State Federal ermittin9requirements s store of the C of Atlantic r' s an of h Beall B I to the ce a P� PII1E '1910=20� r u ve oP ment Mrector VIII Rata: d,3' ZA-,a I I II I ISI 196 �BEAC�ISIDE CO I LOT 23 BE CHSIDE k CITE OF c BJ A 6 DINAL COftUff I I ;rr • rl 1 I IIII FLOI�ID.�• � . m GENERAL NO S � �AL 6Y?AXCCo rNTa1. COCRETE SHALL BE 3000 � � o G PSI AT 28 DAYS. 2 ALL WOOD INCONTACT WITH ORCONCRETE SHALL Roo Fa *r � b"aBE No. SOUTHERN YELLOW PINE SYP . 5 cR�wt b w3 r� i N nl tx M T H kit�ST Er SC. BE No. 2 S � �s , c TE HALL YP � T 3. ALL ROOF FRAMING AND TOP PLATES S N X 1� t � !o 1 OEC ,� R r �, 4C,r''s ovEQ. To x se lit-w few. I� is DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE ,-t <� C FLORIDA BUILDING CODE (ENCLOSED STUCTURE ), FOR 120 MPH AIL— WIND VELOCITY, EXPOSURE C. IMPORTANCE FACTOR 1.0, #' (V INTERIOR PRESSURE COEFFICIENT 0.18. 30 I s w� on � C D �S E'i *416 LE6661L rLl �� a N • /� !Y r {D f: O ' w/ 'gd �AR. i.�4� _ " 5 H I►.pt 1 Ill�d t I �N I E • EX I sri wS i P �hsc�14�Soffit. . i �•�� t�swr���,� � � Qo 6;*, Tr1�r�EA� 1 0 I• � To Top IDta4T 3 E 1N I IE II _ UUM.CONNECTOR SCDULE I . --�- ----._. _ . — - -- .•. �.Xi�+ +tit CT �� v�1�k��. �k. �+at 44 :11� 'b ALA Lof E i f t: &k 9 Co f.Q. A i� N 'fc RAFTERS @ 1 inches on center .. O.C.AW - -- — - -- ROOF AREA: 212 sq. ft� BSG PERIMETER: 50 lin fL 1j, • LV\4/00� caVf4L VA% ,. . .,. UPLIFT: 300/sq.ft. h��. �'�Cacs , Lo �t I"` �.•. = 3 lbs. 212 . ft. x 301bs.Is .ft. 6 ? e sq q a M � • 6360 divided by 501in.ft. = 127.21bs./lzn•ft• b 6KI& w.%V to. EACH RAFTER=254.4 1 Z X � � I T. �a"'�`t-eN. SEM PSON H2.5 –415lbs. EA. WF RAFTERS SIlVIPSON HUS210-2 E of BEAli�2 �sa • a 6 F�'� i SPH4-•6 EA. SIDE OF W w C P NINQ TOP& BOT1�M , i 3-o x 6 -b T, ; C) NJ THREADED RODS:AS � 307 ,- a I t ! -436 TM F ASHERS.AS 4 w A� �ss I NUTS:ASTM A-563 G A HEX II ,r RA , jj too ckw. Y,i s-T ,,t k I 1 ILII �� � _ � +O`•'� � 7•��M Imo_ X� p� l — l I EXTERIOR WINDOWS AND DOORS 'r i 1. MA'T'ERIALS INSTALLATION OF T�WINDOW AND DOOR UNITSAIL , Ili � _• .. `� r � � ., . ...... __ ,_.. _.. AND ASSOCIATED HARDWARE, SHALL BE AS SPECIFIED IN THE { f MANUFACTURER'S INSTALLATION DIRECTIONS FOR 120 MPH 3 second is EXPOSURE CATEGORY C WIND BORNE _ , FLORIDA BUILDING ODE. 1 DEBRIS ZONE AS DEFINED IN THE UII,D C k x – THE CONTRACTOR SHALL SUBMIT TO THE ATLANTIC BEACH 3 x BUII,DING DEPARTMENT ALL APPLICABLE MANUFACTURER'S �'I�i 21OZ Y�1�C ) ► INFORMATION AND TEST DATA TO SUPPORT THESE REQUIRE SNGF _...... �� - S S ::Owe MENTS.� op _ 'o SP T n -r� L ToP ;rOc ,,� at46r n N a 6C OF LZ EAR ND PRESSURES ON WINDOWS & DOORS (psfl • • • • J r � - _ X Encbsrd Struc/un 4 J ;! A INTERIOR OF OPENING END ZONE 1 ZONE a K 4 USC,t��E 6 �rLA S 5 �;i;l ; � POD jos - w� I2. nt 6 gobs ,� Z - 2. X 1.0 WI�Z t��`jvyoo� a 13E'fwk 26. .8 28. q a 24.9 x32.3 24.E .1o s 23.3 - .. ♦ 23. �.3 i 1 1 b sf 22. +27.1 22. I f 1 t i r' I �`. i • ,. sae f Da nP . 8 +`l maws t0 D � a E Q II ��� , I �a } � �� iii ' I f 11-010, X tn� �s FX i V-1"i#4 br � E � NEW (Z0 o M T TC* i 5'CI 6r . v ' IIII t ou Ario L � T LtV I N I� � � XiSTI46 i y o - TE a X ,.I L A Tr l� Ii t C k s A ; e � I I l I n I i I I I { I t PRINO"M Ole lip- I ►H f >y i. a f I C�►6�N�r /� i I � c I ' b t 6 I I i I mv 77� ai qpI I I � I , I I 1 I r I F 'II , I 1' ,G I i -wl III III, a I I aI; i i I 4 I y "Y 1 I :tea. I' i 1;T I I I I I i I